{"id":33689,"date":"2025-04-25T05:19:12","date_gmt":"2025-04-25T05:19:12","guid":{"rendered":"https:\/\/renolith.com.au\/?p=33689"},"modified":"2025-05-12T00:07:23","modified_gmt":"2025-05-12T00:07:23","slug":"jalan-bebas-retak","status":"publish","type":"post","link":"https:\/\/renolith.com.au\/id\/crack-free-roads\/","title":{"rendered":"Jalan Bebas Retak"},"content":{"rendered":"\t\t<div data-elementor-type=\"wp-post\" data-elementor-id=\"33689\" class=\"elementor elementor-33689\" data-elementor-post-type=\"post\">\n\t\t\t\t\t\t<section class=\"elementor-section elementor-top-section elementor-element elementor-element-2cd5bced elementor-section-boxed elementor-section-height-default elementor-section-height-default wpr-particle-no wpr-sticky-section-no wpr-column-slider-no wpr-equal-height-no\" data-id=\"2cd5bced\" data-element_type=\"section\" data-e-type=\"section\" data-settings=\"{&quot;background_background&quot;:&quot;classic&quot;,&quot;ekit_has_onepagescroll_dot&quot;:&quot;yes&quot;}\">\n\t\t\t\t\t\t\t<div class=\"elementor-background-overlay\"><\/div>\n\t\t\t\t\t\t\t<div class=\"elementor-container elementor-column-gap-no\">\n\t\t\t\t\t<div class=\"elementor-column elementor-col-100 elementor-top-column elementor-element elementor-element-619c289c\" data-id=\"619c289c\" data-element_type=\"column\" data-e-type=\"column\">\n\t\t\t<div class=\"elementor-widget-wrap elementor-element-populated\">\n\t\t\t\t\t\t<div class=\"elementor-element elementor-element-84980b9 elementor-widget elementor-widget-elementskit-heading\" data-id=\"84980b9\" data-element_type=\"widget\" data-e-type=\"widget\" data-settings=\"{&quot;ekit_we_effect_on&quot;:&quot;none&quot;}\" data-widget_type=\"elementskit-heading.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t<div class=\"ekit-wid-con\" ><div class=\"ekit-heading elementskit-section-title-wraper text_left   ekit_heading_tablet-text_center   ekit_heading_mobile-\"><a href=\"https:\/\/renolith.com.au\/crack-free-roads%20\" target=\"_blank\"><h1 class=\"ekit-heading--title elementskit-section-title \">Crack-Free Roads<\/h1><\/a><\/div><\/div>\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t<div class=\"elementor-element elementor-element-4faec71 elementor-widget elementor-widget-elementskit-breadcrumb\" data-id=\"4faec71\" data-element_type=\"widget\" data-e-type=\"widget\" data-settings=\"{&quot;ekit_we_effect_on&quot;:&quot;none&quot;}\" data-widget_type=\"elementskit-breadcrumb.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t<div class=\"ekit-wid-con\" ><ol class=\"ekit-breadcrumb\"><li class=\"ekit_breadcrumbs_start\"><a href=\"https:\/\/renolith.com.au\">Home<\/a><\/li> <li class=\"brd_sep\"> &raquo; <\/li> <li><a href=\"https:\/\/renolith.com.au\/category\/news\/\">News Articles<\/a><\/li> <li class=\"brd_sep\"> &raquo; <\/li>  <li>Crack-Free Roads<\/li><\/ol><\/div>\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t<div class=\"elementor-element elementor-element-1e13a798 elementor-tablet-align-center elementor-widget elementor-widget-post-info\" data-id=\"1e13a798\" data-element_type=\"widget\" data-e-type=\"widget\" data-settings=\"{&quot;ekit_we_effect_on&quot;:&quot;none&quot;}\" data-widget_type=\"post-info.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t\t\t<ul class=\"elementor-inline-items elementor-icon-list-items elementor-post-info\">\n\t\t\t\t\t\t\t\t<li class=\"elementor-icon-list-item elementor-repeater-item-d0daba3 elementor-inline-item\" itemprop=\"datePublished\">\n\t\t\t\t\t\t<a href=\"https:\/\/renolith.com.au\/id\/2025\/04\/25\/\">\n\t\t\t\t\t\t\t\t\t\t\t<span class=\"elementor-icon-list-icon\">\n\t\t\t\t\t\t\t\t<i aria-hidden=\"true\" class=\"fas fa-calendar\"><\/i>\t\t\t\t\t\t\t<\/span>\n\t\t\t\t\t\t\t\t\t<span class=\"elementor-icon-list-text elementor-post-info__item elementor-post-info__item--type-date\">\n\t\t\t\t\t\t\t\t\t\t<time>April 25, 2025<\/time>\t\t\t\t\t<\/span>\n\t\t\t\t\t\t\t\t\t<\/a>\n\t\t\t\t<\/li>\n\t\t\t\t<\/ul>\n\t\t\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t\t<\/div>\n\t\t<\/div>\n\t\t\t\t\t<\/div>\n\t\t<\/section>\n\t\t<div class=\"elementor-element elementor-element-4ed23141 e-con-full e-flex wpr-particle-no wpr-sticky-section-no wpr-column-slider-no wpr-equal-height-no e-con e-parent\" data-id=\"4ed23141\" data-element_type=\"container\" data-e-type=\"container\" data-settings=\"{&quot;ekit_has_onepagescroll_dot&quot;:&quot;yes&quot;}\">\n\t\t\t\t<div class=\"elementor-element elementor-element-71aa3f1d elementor-widget elementor-widget-heading\" data-id=\"71aa3f1d\" data-element_type=\"widget\" data-e-type=\"widget\" data-settings=\"{&quot;ekit_we_effect_on&quot;:&quot;none&quot;}\" data-widget_type=\"heading.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t<h2 class=\"elementor-heading-title elementor-size-default\">Executive Summary<\/h2>\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t<div class=\"elementor-element elementor-element-35687834 elementor-widget elementor-widget-text-editor\" data-id=\"35687834\" data-element_type=\"widget\" data-e-type=\"widget\" data-settings=\"{&quot;ekit_we_effect_on&quot;:&quot;none&quot;}\" data-widget_type=\"text-editor.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t\t\t\t\t<p>Cementitious stabilisation offers a cost-effective method of improving long-term performance and reducing whole-of-life costs of modern, heavily-trafficked pavements. Cracking is the primary and predominant distress type of cementitiously-bound materials. There are two principal forms of cracking:<\/p><p>\u2022 cracking from hydration and drying shrinkage<br \/>\u2022 fatigue cracking.<\/p><p>The shrinkage cracking dilemma severely impedes the utility of cementitious stabilisation in pavements. Conventional approaches to mitigating shrinkage cracking result in substantial performance and design constraints.<\/p><p>Renolith nanotechnology is highly effective at preventing cracking distress. This enables a greater range of options in pavement design and a practical means to substantially improve the longevity of road pavements and reduce the triple-bottom-line cost.<\/p>\t\t\t\t\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t<div class=\"elementor-element elementor-element-c1281e7 elementor-widget elementor-widget-heading\" data-id=\"c1281e7\" data-element_type=\"widget\" data-e-type=\"widget\" data-settings=\"{&quot;ekit_we_effect_on&quot;:&quot;none&quot;}\" data-widget_type=\"heading.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t<h3 class=\"elementor-heading-title elementor-size-default\">Cementitious stabilisation \u2013 Pro\/Con<\/h3>\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t<div class=\"elementor-element elementor-element-9528d84 elementor-widget elementor-widget-text-editor\" data-id=\"9528d84\" data-element_type=\"widget\" data-e-type=\"widget\" data-settings=\"{&quot;ekit_we_effect_on&quot;:&quot;none&quot;}\" data-widget_type=\"text-editor.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t\t\t\t\t<p>Austroads Guide to Pavement Technology Part 4D, Stabilised Materials <a href=\"https:\/\/austroads.gov.au\/publications\/pavement\/agpt04d\" target=\"_blank\" rel=\"noopener\">AGPT04D-19<\/a> states:<\/p><blockquote><p><em>The use of stabilisation technology for stabilising and recycling materials for pavement construction and maintenance is widely accepted as a <strong>cost-effective method<\/strong> of improving <strong>long-term performance<\/strong> and <strong>reducing whole-of-life costs <\/strong>of modern, heavily-trafficked pavements.<\/em><\/p><p><em>Cementitiously-bound pavement materials are produced by the addition of stabilising binders to granular materials in sufficient quantities to produce a material which has <strong>tensile strength<\/strong>, this being <strong>significantly higher for bound materials compared to lightly-bound materials<\/strong>. Binders commonly used include cement and cementitious materials.<br \/><\/em><em>\u00a0<br \/><\/em><em>A bound material acts like a \u2018beam\u2019 in the pavement to resist traffic loading and has significantly increased structural capacity compared with unbound granular and modified materials. However, shrinkage and premature fatigue cracking in the pavement layers needs to be controlled.<br \/><\/em><em>\u00a0<br \/><\/em><strong><em>Cracking<\/em><\/strong><em> is the <strong>primary<\/strong> and predominant <strong>distress type<\/strong> of cementitiously-bound materials. There are two principal forms of cracking:<\/em><\/p><ul><li style=\"list-style-type: none;\"><ul><li><em>cracking from hydration and drying <strong>shrinkage<\/strong><\/em><\/li><\/ul><\/li><\/ul><ul><li style=\"list-style-type: none;\"><ul><li><strong><em>fatigue\u00a0<\/em><\/strong><em>cracking.<\/em><\/li><\/ul><\/li><\/ul><p><em>A combination of subgrade restraint, high shrinkage and tensile strength in cementitiously-bound materials can cause widely-spaced (commonly 0.5\u20135.0 m) transverse and\/or block cracking to occur.<\/em><\/p><\/blockquote>\t\t\t\t\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t<div class=\"elementor-element elementor-element-ae587e3 elementor-widget elementor-widget-heading\" data-id=\"ae587e3\" data-element_type=\"widget\" data-e-type=\"widget\" data-settings=\"{&quot;ekit_we_effect_on&quot;:&quot;none&quot;}\" data-widget_type=\"heading.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t<h4 class=\"elementor-heading-title elementor-size-default\">Shrinkage cracking<\/h4>\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t<div class=\"elementor-element elementor-element-71254062 elementor-widget elementor-widget-text-editor\" data-id=\"71254062\" data-element_type=\"widget\" data-e-type=\"widget\" data-settings=\"{&quot;ekit_we_effect_on&quot;:&quot;none&quot;}\" data-widget_type=\"text-editor.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t\t\t\t\t<p>Austroads Guide to Pavement Technology Part 2 \u2013 Pavement Structural Design (<a href=\"https:\/\/austroads.gov.au\/publications\/pavement\/agpt02\" target=\"_blank\" rel=\"noopener\">AGPT02-24<\/a>) states:<\/p><blockquote><p><em>Cracking in cemented materials is normally due to thermal and shrinkage stresses resulting from hydration of the binder. <\/em><\/p><p><strong style=\"font-size: 16px;\"><em>Shrinkage cracking of cemented materials<\/em><\/strong><em style=\"font-size: 16px;\"> <strong>tends to be<\/strong> <strong>unavoidable<\/strong>. Cracks which propagate to the pavement surface provide pathways for the infiltration of moisture which can lead to debonding of layer interfaces within the pavement and\/or weakening of granular layers and subgrade. The extent and severity of cracking is influenced by factors such as binder type and content, material type, initial moisture content and drying and curing conditions.<\/em><\/p><\/blockquote><p>The shrinkage cracking challenge is summarized below.<\/p>\t\t\t\t\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t<div class=\"elementor-element elementor-element-24714e7c elementor-widget elementor-widget-image\" data-id=\"24714e7c\" data-element_type=\"widget\" data-e-type=\"widget\" data-settings=\"{&quot;ekit_we_effect_on&quot;:&quot;none&quot;}\" data-widget_type=\"image.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t\t\t\t\t\t\t\t\t\t\t<img fetchpriority=\"high\" decoding=\"async\" width=\"1280\" height=\"720\" src=\"https:\/\/renolith.com.au\/wp-content\/uploads\/2025\/04\/Slide1.jpg\" class=\"attachment-full size-full wp-image-33697\" alt=\"Shrinkage cracking - Unavoidable\" srcset=\"https:\/\/renolith.com.au\/wp-content\/uploads\/2025\/04\/Slide1.jpg 1280w, https:\/\/renolith.com.au\/wp-content\/uploads\/2025\/04\/Slide1-300x169.jpg 300w, https:\/\/renolith.com.au\/wp-content\/uploads\/2025\/04\/Slide1-1024x576.jpg 1024w, https:\/\/renolith.com.au\/wp-content\/uploads\/2025\/04\/Slide1-768x432.jpg 768w\" sizes=\"(max-width: 1280px) 100vw, 1280px\" \/>\t\t\t\t\t\t\t\t\t\t\t\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t<div class=\"elementor-element elementor-element-24f5120d elementor-widget elementor-widget-text-editor\" data-id=\"24f5120d\" data-element_type=\"widget\" data-e-type=\"widget\" data-settings=\"{&quot;ekit_we_effect_on&quot;:&quot;none&quot;}\" data-widget_type=\"text-editor.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t\t\t\t\t<p>In <a href=\"https:\/\/rex.libraries.wsu.edu\/esploro\/outputs\/doctoral\/SHRINKAGE-CRACKING-OF-SOILS-AND-CEMENTITIOUSLY-STABILIZED\/99900581445701842\" target=\"_blank\" rel=\"noopener\">Shrinkage Cracking Of Soils And Cementitiously-Stabilized Soils: Mechanisms And Modeling<\/a>, Li explores the problem further. Excerpts below:<\/p><blockquote><p><strong><em>Abstract<br \/><\/em><\/strong><em>Shrinkage cracking of soil or cement soil can cause the infiltration or seepage of water into the material and lead to reflective cracking in the structure above it. Shrinkage cracking greatly limits the use of cementitious stabilization.<\/em><\/p><p><strong><em>2.6.4 Shrinkage Cracking<br \/><\/em><\/strong><em>The risk of shrinkage cracking in any given structure is related to many factors, including the magnitude and distribution of free shrinkage, rate of shrinkage, degree of stress relaxation, degree of structural restraint, and how the material strength and stiffness develop (Weiss and Shah 2002).<\/em><\/p><p><strong><em>2.7 CONCLUSIONS OF LITERATURE REVIEW<br \/><\/em><\/strong><em>Based on the literature review, the major conclusions are listed as below.<\/em><\/p><ol><li><em> Cementitious stabilization can substantially improve the engineering properties of unbound materials, such as the strength, stiffness, durability, and stability, etc. But it has its own engineering problems. The primary distresses associated with the use of CSM in pavement are load induced fatigue cracking and shrinkage cracking.<\/em><\/li><li><em>Many factors have effect on the CSM properties, including host material, binder type, binder content, moisture content, curing condition, age, etc.<\/em><\/li><li><em>The shrinkage of CSM can be separated into four categories: autogeneous shrinkage, drying shrinkage, thermal shrinkage, and carbonation shrinkage. Autogenous shrinkage is relatively small. Temperature shrinkage can be conveniently superposed with drying shrinkage. Carbonation shrinkage is a long term reaction. Drying shrinkage dominates the shrinkage strain. It is directly related to moisture loss and caused by matric suction.<\/em><\/li><li><em>Moisture loss from any porous material depends mainly on the surface area, the lengths of the moisture migration pathways, and the drying environment. Nonlinear moisture diffusion theory should be used to describe the drying process of CSM. Although there are many studies about the moisture diffusion in concrete, few study focus on CSM.<\/em><\/li><li><em>The shrinkage coefficient could be used to express the change in shrinkage strain as a function of moisture or relative humidity change. There are models developed for shrinkage coefficient for concrete. But for CSM, the model is not well established.<\/em><\/li><li><em>The shrinkage stress is caused by restraint of shrinkage strain. If the restraint condition is known, the shrinkage stress can be solved based on equilibrium and compatibility equations. However, during this procedure, the stiffness change of the material due to moisture loss and cementitious hydration should be considered.<\/em><\/li><li><em>Shrinkage of stabilized materials is coupled with relaxation. Relaxation of stabilized material reduces the shrinkage stresses and mitigates the occurrence of shrinkage cracking.<\/em><\/li><li><em>Different shrinkage cracking criteria are used in literatures, such as the criterion based on empirical, tensile strength, fracture mechanics, and energy minimization principle. The shrinkage crack prediction model are not sufficiently verified by tests for CSM;<\/em><\/li><\/ol><\/blockquote>\t\t\t\t\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t<div class=\"elementor-element elementor-element-78677314 elementor-widget elementor-widget-heading\" data-id=\"78677314\" data-element_type=\"widget\" data-e-type=\"widget\" data-settings=\"{&quot;ekit_we_effect_on&quot;:&quot;none&quot;}\" data-widget_type=\"heading.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t<h4 class=\"elementor-heading-title elementor-size-default\">Shrinkage cracking \u2013 implications<\/h4>\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t<div class=\"elementor-element elementor-element-7aaba8b8 elementor-widget elementor-widget-text-editor\" data-id=\"7aaba8b8\" data-element_type=\"widget\" data-e-type=\"widget\" data-settings=\"{&quot;ekit_we_effect_on&quot;:&quot;none&quot;}\" data-widget_type=\"text-editor.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t\t\t\t\t<p>In concrete pavements, shrinkage cracking can be accommodated via control joints and reinforcement. This is not appropriate for cementitiously-stabilised flexible pavements.\u00a0<\/p>\t\t\t\t\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t<div class=\"elementor-element elementor-element-134e03aa elementor-widget elementor-widget-image\" data-id=\"134e03aa\" data-element_type=\"widget\" data-e-type=\"widget\" data-settings=\"{&quot;ekit_we_effect_on&quot;:&quot;none&quot;}\" data-widget_type=\"image.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t\t\t\t\t\t\t\t\t\t\t<img decoding=\"async\" width=\"1280\" height=\"720\" src=\"https:\/\/renolith.com.au\/wp-content\/uploads\/2025\/04\/2.-Concrete-vs-Soil-cement-pavements.jpg\" class=\"attachment-full size-full wp-image-33701\" alt=\"Concrete vs \u201cSoil-cement\u201d pavements\" srcset=\"https:\/\/renolith.com.au\/wp-content\/uploads\/2025\/04\/2.-Concrete-vs-Soil-cement-pavements.jpg 1280w, https:\/\/renolith.com.au\/wp-content\/uploads\/2025\/04\/2.-Concrete-vs-Soil-cement-pavements-300x169.jpg 300w, https:\/\/renolith.com.au\/wp-content\/uploads\/2025\/04\/2.-Concrete-vs-Soil-cement-pavements-1024x576.jpg 1024w, https:\/\/renolith.com.au\/wp-content\/uploads\/2025\/04\/2.-Concrete-vs-Soil-cement-pavements-768x432.jpg 768w\" sizes=\"(max-width: 1280px) 100vw, 1280px\" \/>\t\t\t\t\t\t\t\t\t\t\t\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t<div class=\"elementor-element elementor-element-5f75da87 elementor-widget elementor-widget-text-editor\" data-id=\"5f75da87\" data-element_type=\"widget\" data-e-type=\"widget\" data-settings=\"{&quot;ekit_we_effect_on&quot;:&quot;none&quot;}\" data-widget_type=\"text-editor.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t\t\t\t\t<p>This results in a dilemma:<\/p><ol><li>Design models struggle to predict shrinkage cracking.<\/li><li>Conventional methods can only reduce or mitigate (not prevent) cracking.<\/li><li>Minimising the cementitious binder content yields a weaker, less useful material.<\/li><\/ol>\t\t\t\t\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t<div class=\"elementor-element elementor-element-c2c3cee elementor-widget elementor-widget-image\" data-id=\"c2c3cee\" data-element_type=\"widget\" data-e-type=\"widget\" data-settings=\"{&quot;ekit_we_effect_on&quot;:&quot;none&quot;}\" data-widget_type=\"image.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t\t\t\t\t\t\t\t\t\t\t<img decoding=\"async\" width=\"1280\" height=\"720\" src=\"https:\/\/renolith.com.au\/wp-content\/uploads\/2025\/04\/3.-The-Shrinkage-Cracking-Dilemma.jpg\" class=\"attachment-full size-full wp-image-33702\" alt=\"The Shrinkage Cracking Dilemma\" srcset=\"https:\/\/renolith.com.au\/wp-content\/uploads\/2025\/04\/3.-The-Shrinkage-Cracking-Dilemma.jpg 1280w, https:\/\/renolith.com.au\/wp-content\/uploads\/2025\/04\/3.-The-Shrinkage-Cracking-Dilemma-300x169.jpg 300w, https:\/\/renolith.com.au\/wp-content\/uploads\/2025\/04\/3.-The-Shrinkage-Cracking-Dilemma-1024x576.jpg 1024w, https:\/\/renolith.com.au\/wp-content\/uploads\/2025\/04\/3.-The-Shrinkage-Cracking-Dilemma-768x432.jpg 768w\" sizes=\"(max-width: 1280px) 100vw, 1280px\" \/>\t\t\t\t\t\t\t\t\t\t\t\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t<div class=\"elementor-element elementor-element-361eb3e elementor-widget elementor-widget-heading\" data-id=\"361eb3e\" data-element_type=\"widget\" data-e-type=\"widget\" data-settings=\"{&quot;ekit_we_effect_on&quot;:&quot;none&quot;}\" data-widget_type=\"heading.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t<h5 class=\"elementor-heading-title elementor-size-default\">Renolith crack-free pavements<\/h5>\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t<div class=\"elementor-element elementor-element-2018f941 elementor-widget elementor-widget-text-editor\" data-id=\"2018f941\" data-element_type=\"widget\" data-e-type=\"widget\" data-settings=\"{&quot;ekit_we_effect_on&quot;:&quot;none&quot;}\" data-widget_type=\"text-editor.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t\t\t\t\t<p>The shrinkage cracking dilemma severely impedes the utility of cementitious stabilisation in pavements.<\/p><p>The conventional approach to manage cracking is to impose constraints on the design. Some soils aren\u2019t considered viable. Binder content is typically limited to the lightly-bound range to reduce the severity of shrinkage cracking, which means limits on the performance of the material and how that material is used in a pavement. Moreover, it is difficult to be confident that the pavement will actually achieve the design life because of the combined effects of drying shrinkage, traffic and environmental effects. This typically results in either an underperforming pavement, or an overengineered (and expensive) pavement.<\/p><p>Renolith nanotechnology solves the dilemma and removes the constraints.<\/p><p>Renolith significantly improves the engineering properties of bound materials and greatly reduces the probability and severity of shrinkage cracking. This enables much more flexibility in design and construction and results in better pavements. It also significantly reduces the risk of premature failure because unpredictable drying shrinkage is removed from the equation.<\/p>\t\t\t\t\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t<div class=\"elementor-element elementor-element-1edf79a8 elementor-widget elementor-widget-image\" data-id=\"1edf79a8\" data-element_type=\"widget\" data-e-type=\"widget\" data-settings=\"{&quot;ekit_we_effect_on&quot;:&quot;none&quot;}\" data-widget_type=\"image.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t\t\t\t\t\t\t\t\t\t\t<img loading=\"lazy\" decoding=\"async\" width=\"1280\" height=\"720\" src=\"https:\/\/renolith.com.au\/wp-content\/uploads\/2025\/04\/4.-Stabilisation-withwithout-shrinkage-cracking.jpg\" class=\"attachment-full size-full wp-image-33703\" alt=\"\" srcset=\"https:\/\/renolith.com.au\/wp-content\/uploads\/2025\/04\/4.-Stabilisation-withwithout-shrinkage-cracking.jpg 1280w, https:\/\/renolith.com.au\/wp-content\/uploads\/2025\/04\/4.-Stabilisation-withwithout-shrinkage-cracking-300x169.jpg 300w, https:\/\/renolith.com.au\/wp-content\/uploads\/2025\/04\/4.-Stabilisation-withwithout-shrinkage-cracking-1024x576.jpg 1024w, https:\/\/renolith.com.au\/wp-content\/uploads\/2025\/04\/4.-Stabilisation-withwithout-shrinkage-cracking-768x432.jpg 768w\" sizes=\"(max-width: 1280px) 100vw, 1280px\">\t\t\t\t\t\t\t\t\t\t\t\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t<div class=\"elementor-element elementor-element-2158b20c elementor-widget elementor-widget-text-editor\" data-id=\"2158b20c\" data-element_type=\"widget\" data-e-type=\"widget\" data-settings=\"{&quot;ekit_we_effect_on&quot;:&quot;none&quot;}\" data-widget_type=\"text-editor.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t\t\t\t\t<p>The Renolith 2.0 product may be used in any cementitiously-stabilised pavement or concrete application. The optimal use is in bound or heavily bound (UCS&gt;2MPa) flexible pavement base layers. This achieves concrete-like performance advantages whilst retaining the simplicity and low-cost of cementitiously-stabilised flexible pavements.<\/p>\t\t\t\t\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t<div class=\"elementor-element elementor-element-9ac31d3 elementor-widget elementor-widget-image\" data-id=\"9ac31d3\" data-element_type=\"widget\" data-e-type=\"widget\" data-settings=\"{&quot;ekit_we_effect_on&quot;:&quot;none&quot;}\" data-widget_type=\"image.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t\t\t\t\t\t\t\t\t\t\t<img loading=\"lazy\" decoding=\"async\" width=\"1280\" height=\"720\" src=\"https:\/\/renolith.com.au\/wp-content\/uploads\/2025\/04\/5.-Unbound-vs-Stabilised-vs-Concrete.jpg\" class=\"attachment-full size-full wp-image-33704\" alt=\"Unbound vs Stabilised vs Concrete\" srcset=\"https:\/\/renolith.com.au\/wp-content\/uploads\/2025\/04\/5.-Unbound-vs-Stabilised-vs-Concrete.jpg 1280w, https:\/\/renolith.com.au\/wp-content\/uploads\/2025\/04\/5.-Unbound-vs-Stabilised-vs-Concrete-300x169.jpg 300w, https:\/\/renolith.com.au\/wp-content\/uploads\/2025\/04\/5.-Unbound-vs-Stabilised-vs-Concrete-1024x576.jpg 1024w, https:\/\/renolith.com.au\/wp-content\/uploads\/2025\/04\/5.-Unbound-vs-Stabilised-vs-Concrete-768x432.jpg 768w\" sizes=\"(max-width: 1280px) 100vw, 1280px\" \/>\t\t\t\t\t\t\t\t\t\t\t\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t<div class=\"elementor-element elementor-element-ef3d833 elementor-widget elementor-widget-text-editor\" data-id=\"ef3d833\" data-element_type=\"widget\" data-e-type=\"widget\" data-settings=\"{&quot;ekit_we_effect_on&quot;:&quot;none&quot;}\" data-widget_type=\"text-editor.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t\t\t\t\t<p>Renolith admixtures have been used in roads for over 30 years, totalling more than 70,000,000m2 of cementitiously bound pavement bases. There are no reported instances of shrinkage or fatigue cracking. This phenomenon is explained by the Renolith crack prevention model below. This \u2018crack-free\u2019 behaviour greatly improves the longevity of road pavements and provides an opportunity to substantially reduce the triple-bottom-line cost.<\/p>\t\t\t\t\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t<div class=\"elementor-element elementor-element-1393ff6 elementor-widget elementor-widget-image\" data-id=\"1393ff6\" data-element_type=\"widget\" data-e-type=\"widget\" data-settings=\"{&quot;ekit_we_effect_on&quot;:&quot;none&quot;}\" data-widget_type=\"image.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t\t\t\t\t\t\t\t\t\t\t<img loading=\"lazy\" decoding=\"async\" width=\"1920\" height=\"1080\" src=\"https:\/\/renolith.com.au\/wp-content\/uploads\/2025\/04\/6.-Renolith-crack-prevention-model.jpg\" class=\"attachment-full size-full wp-image-33710\" alt=\"\" srcset=\"https:\/\/renolith.com.au\/wp-content\/uploads\/2025\/04\/6.-Renolith-crack-prevention-model.jpg 1920w, https:\/\/renolith.com.au\/wp-content\/uploads\/2025\/04\/6.-Renolith-crack-prevention-model-300x169.jpg 300w, https:\/\/renolith.com.au\/wp-content\/uploads\/2025\/04\/6.-Renolith-crack-prevention-model-1024x576.jpg 1024w, https:\/\/renolith.com.au\/wp-content\/uploads\/2025\/04\/6.-Renolith-crack-prevention-model-768x432.jpg 768w, https:\/\/renolith.com.au\/wp-content\/uploads\/2025\/04\/6.-Renolith-crack-prevention-model-1536x864.jpg 1536w\" sizes=\"(max-width: 1920px) 100vw, 1920px\">\t\t\t\t\t\t\t\t\t\t\t\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t<div class=\"elementor-element elementor-element-29e421e elementor-widget elementor-widget-text-editor\" data-id=\"29e421e\" data-element_type=\"widget\" data-e-type=\"widget\" data-settings=\"{&quot;ekit_we_effect_on&quot;:&quot;none&quot;}\" data-widget_type=\"text-editor.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t\t\t\t\t<p>For example, the picture below shows a trial road built in the Emilia-Romagna region of Italy. The pavement construction was a cementitiously bound base with a thin bituminous wearing course. The right-hand lane (control &#8211; no admixture) base formed severe shrinkage <a href=\"https:\/\/renolith.com.au\/understanding-road-cracks\/\">cracks<\/a> which propagated through the wearing course. The left-hand lane (Cement + Renolith admixture) did not crack.<\/p>\t\t\t\t\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t<div class=\"elementor-element elementor-element-b08a5d3 elementor-widget elementor-widget-image\" data-id=\"b08a5d3\" data-element_type=\"widget\" data-e-type=\"widget\" data-settings=\"{&quot;ekit_we_effect_on&quot;:&quot;none&quot;}\" data-widget_type=\"image.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t\t\t\t\t\t\t\t\t\t\t<img loading=\"lazy\" decoding=\"async\" width=\"1280\" height=\"720\" src=\"https:\/\/renolith.com.au\/wp-content\/uploads\/2025\/04\/7.-EMILIA-ROMAGNA-ITALY-TRIAL-ROAD-2005.jpg\" class=\"attachment-full size-full wp-image-33711\" alt=\"EMILIA-ROMAGNA (ITALY), TRIAL ROAD, 2005\" srcset=\"https:\/\/renolith.com.au\/wp-content\/uploads\/2025\/04\/7.-EMILIA-ROMAGNA-ITALY-TRIAL-ROAD-2005.jpg 1280w, https:\/\/renolith.com.au\/wp-content\/uploads\/2025\/04\/7.-EMILIA-ROMAGNA-ITALY-TRIAL-ROAD-2005-300x169.jpg 300w, https:\/\/renolith.com.au\/wp-content\/uploads\/2025\/04\/7.-EMILIA-ROMAGNA-ITALY-TRIAL-ROAD-2005-1024x576.jpg 1024w, https:\/\/renolith.com.au\/wp-content\/uploads\/2025\/04\/7.-EMILIA-ROMAGNA-ITALY-TRIAL-ROAD-2005-768x432.jpg 768w\" sizes=\"(max-width: 1280px) 100vw, 1280px\" \/>\t\t\t\t\t\t\t\t\t\t\t\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t<div class=\"elementor-element elementor-element-71a701a elementor-widget elementor-widget-heading\" data-id=\"71a701a\" data-element_type=\"widget\" data-e-type=\"widget\" data-settings=\"{&quot;ekit_we_effect_on&quot;:&quot;none&quot;}\" data-widget_type=\"heading.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t<h6 class=\"elementor-heading-title elementor-size-default\">Fatigue cracking<\/h6>\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t<div class=\"elementor-element elementor-element-8ab4d55 elementor-widget elementor-widget-text-editor\" data-id=\"8ab4d55\" data-element_type=\"widget\" data-e-type=\"widget\" data-settings=\"{&quot;ekit_we_effect_on&quot;:&quot;none&quot;}\" data-widget_type=\"text-editor.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t\t\t\t\t<p>Austroads Guide to Pavement Technology Part 2 \u2013 Pavement Structural Design (<a href=\"https:\/\/austroads.gov.au\/publications\/pavement\/agpt02\" target=\"_blank\" rel=\"noopener\">AGPT02-24<\/a>) states:<\/p><blockquote><ul><li><em>Material fatigue relationships are key inputs for the design of modern, heavily trafficked pavements. <\/em><\/li><\/ul><ul><li><em>The fatigue relationships of cemented materials may be estimated from the flexural strength and elastic modulus.<\/em><\/li><\/ul><\/blockquote><p>Renolith admixture improves the flexural strength and elastic modulus of cemented materials. The degree of improvement depends on the material and binder dose; typically falling in the range 20%-70%.<\/p>\t\t\t\t\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t<div class=\"elementor-element elementor-element-14bda0b elementor-widget elementor-widget-image\" data-id=\"14bda0b\" data-element_type=\"widget\" data-e-type=\"widget\" data-settings=\"{&quot;ekit_we_effect_on&quot;:&quot;none&quot;}\" data-widget_type=\"image.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t\t\t\t\t\t\t\t\t\t\t<img loading=\"lazy\" decoding=\"async\" width=\"1280\" height=\"720\" src=\"https:\/\/renolith.com.au\/wp-content\/uploads\/2025\/04\/8.-Early-Laboratory-Tests-Dow.png\" class=\"attachment-full size-full wp-image-33712\" alt=\"\" srcset=\"https:\/\/renolith.com.au\/wp-content\/uploads\/2025\/04\/8.-Early-Laboratory-Tests-Dow.png 1280w, https:\/\/renolith.com.au\/wp-content\/uploads\/2025\/04\/8.-Early-Laboratory-Tests-Dow-300x169.png 300w, https:\/\/renolith.com.au\/wp-content\/uploads\/2025\/04\/8.-Early-Laboratory-Tests-Dow-1024x576.png 1024w, https:\/\/renolith.com.au\/wp-content\/uploads\/2025\/04\/8.-Early-Laboratory-Tests-Dow-768x432.png 768w\" sizes=\"(max-width: 1280px) 100vw, 1280px\">\t\t\t\t\t\t\t\t\t\t\t\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t<div class=\"elementor-element elementor-element-22e42b1 elementor-widget elementor-widget-text-editor\" data-id=\"22e42b1\" data-element_type=\"widget\" data-e-type=\"widget\" data-settings=\"{&quot;ekit_we_effect_on&quot;:&quot;none&quot;}\" data-widget_type=\"text-editor.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t\t\t\t\t<p>In a typical scenario assuming a 30% improvement in flexural strength and elastic modulus compared to cement-only stabilisation, a massive increase in the calculated fatigue life (i.e. traffic capacity) can be achieved.\u00a0 Further, the actual life of the pavement is likely to far exceed the calculated life because of the <a href=\"https:\/\/renolith.com.au\/self-healing-roads\" target=\"_blank\" rel=\"noopener\">self-healing attributes of Renolith-enhanced materials<\/a>.\u00a0 Self-healing is not considered in the Austroads design model.<\/p>\t\t\t\t\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t<div class=\"elementor-element elementor-element-a995de6 elementor-widget elementor-widget-image\" data-id=\"a995de6\" data-element_type=\"widget\" data-e-type=\"widget\" data-settings=\"{&quot;ekit_we_effect_on&quot;:&quot;none&quot;}\" data-widget_type=\"image.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t\t\t\t\t\t\t\t\t\t\t<img loading=\"lazy\" decoding=\"async\" width=\"1920\" height=\"1080\" src=\"https:\/\/renolith.com.au\/wp-content\/uploads\/2025\/04\/9.-Fatigue-Theory.jpg\" class=\"attachment-full size-full wp-image-33713\" alt=\"\" srcset=\"https:\/\/renolith.com.au\/wp-content\/uploads\/2025\/04\/9.-Fatigue-Theory.jpg 1920w, https:\/\/renolith.com.au\/wp-content\/uploads\/2025\/04\/9.-Fatigue-Theory-300x169.jpg 300w, https:\/\/renolith.com.au\/wp-content\/uploads\/2025\/04\/9.-Fatigue-Theory-1024x576.jpg 1024w, https:\/\/renolith.com.au\/wp-content\/uploads\/2025\/04\/9.-Fatigue-Theory-768x432.jpg 768w, https:\/\/renolith.com.au\/wp-content\/uploads\/2025\/04\/9.-Fatigue-Theory-1536x864.jpg 1536w\" sizes=\"(max-width: 1920px) 100vw, 1920px\">\t\t\t\t\t\t\t\t\t\t\t\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t<div class=\"elementor-element elementor-element-75975c14 elementor-widget elementor-widget-heading\" data-id=\"75975c14\" data-element_type=\"widget\" data-e-type=\"widget\" data-settings=\"{&quot;ekit_we_effect_on&quot;:&quot;none&quot;}\" data-widget_type=\"heading.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t<p class=\"elementor-heading-title elementor-size-default\">Conclusion<\/p>\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t<div class=\"elementor-element elementor-element-965d353 elementor-widget elementor-widget-text-editor\" data-id=\"965d353\" data-element_type=\"widget\" data-e-type=\"widget\" data-settings=\"{&quot;ekit_we_effect_on&quot;:&quot;none&quot;}\" data-widget_type=\"text-editor.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t\t\t\t\t<p>Cementitious stabilisation offers a cost-effective method of improving long-term performance and reducing whole-of-life costs of road pavements. Shrinkage cracking and fatigue cracking are the primary and predominant distress types of cementitiously-bound materials. Conventional approaches to mitigating shrinkage cracking result in substantial design and performance constraints.<\/p><p>Renolith nanotechnology is highly effective at preventing cracking distress. Renolith provides a practical method to greatly improve the longevity of road pavements and reduce the triple-bottom-line cost.<\/p>\t\t\t\t\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t<div class=\"elementor-element elementor-element-6842110e e-con-full e-flex wpr-particle-no wpr-sticky-section-no wpr-column-slider-no wpr-equal-height-no e-con e-parent\" data-id=\"6842110e\" data-element_type=\"container\" data-e-type=\"container\" data-settings=\"{&quot;ekit_has_onepagescroll_dot&quot;:&quot;yes&quot;}\">\n\t\t\t\t<div class=\"elementor-element elementor-element-486080f elementor-widget elementor-widget-elementskit-button\" data-id=\"486080f\" data-element_type=\"widget\" data-e-type=\"widget\" data-settings=\"{&quot;ekit_we_effect_on&quot;:&quot;none&quot;}\" data-widget_type=\"elementskit-button.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t<div class=\"ekit-wid-con\" >\t\t<div class=\"ekit-btn-wraper\">\n\t\t\t\t\t\t\t<a href=\"#\" class=\"elementskit-btn  whitespace--normal\" id=\"\">\n\t\t\t\t\tShare this article<i aria-hidden=\"true\" class=\" social_share\"><\/i>\t\t\t\t<\/a>\n\t\t\t\t\t<\/div>\n        <\/div>\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t<div class=\"elementor-element elementor-element-3f8b2422 elementor-share-buttons--view-icon elementor-share-buttons--skin-gradient elementor-share-buttons--shape-square elementor-grid-0 elementor-share-buttons--color-official elementor-widget elementor-widget-share-buttons\" data-id=\"3f8b2422\" data-element_type=\"widget\" data-e-type=\"widget\" data-settings=\"{&quot;ekit_we_effect_on&quot;:&quot;none&quot;}\" data-widget_type=\"share-buttons.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t\t\t<div class=\"elementor-grid\" role=\"list\">\n\t\t\t\t\t\t\t\t<div class=\"elementor-grid-item\" role=\"listitem\">\n\t\t\t\t\t\t<div class=\"elementor-share-btn elementor-share-btn_facebook\" role=\"button\" tabindex=\"0\" aria-label=\"Share on facebook\">\n\t\t\t\t\t\t\t\t\t\t\t\t\t\t\t<span class=\"elementor-share-btn__icon\">\n\t\t\t\t\t\t\t\t<i class=\"fab fa-facebook\" aria-hidden=\"true\"><\/i>\t\t\t\t\t\t\t<\/span>\n\t\t\t\t\t\t\t\t\t\t\t\t\t\t\t\t\t\t\t\t<\/div>\n\t\t\t\t\t<\/div>\n\t\t\t\t\t\t\t\t\t<div class=\"elementor-grid-item\" role=\"listitem\">\n\t\t\t\t\t\t<div class=\"elementor-share-btn elementor-share-btn_twitter\" role=\"button\" tabindex=\"0\" aria-label=\"Share on twitter\">\n\t\t\t\t\t\t\t\t\t\t\t\t\t\t\t<span class=\"elementor-share-btn__icon\">\n\t\t\t\t\t\t\t\t<i class=\"fab fa-twitter\" aria-hidden=\"true\"><\/i>\t\t\t\t\t\t\t<\/span>\n\t\t\t\t\t\t\t\t\t\t\t\t\t\t\t\t\t\t\t\t<\/div>\n\t\t\t\t\t<\/div>\n\t\t\t\t\t\t\t\t\t<div class=\"elementor-grid-item\" role=\"listitem\">\n\t\t\t\t\t\t<div class=\"elementor-share-btn elementor-share-btn_linkedin\" role=\"button\" tabindex=\"0\" aria-label=\"Share on linkedin\">\n\t\t\t\t\t\t\t\t\t\t\t\t\t\t\t<span class=\"elementor-share-btn__icon\">\n\t\t\t\t\t\t\t\t<i class=\"fab fa-linkedin\" aria-hidden=\"true\"><\/i>\t\t\t\t\t\t\t<\/span>\n\t\t\t\t\t\t\t\t\t\t\t\t\t\t\t\t\t\t\t\t<\/div>\n\t\t\t\t\t<\/div>\n\t\t\t\t\t\t<\/div>\n\t\t\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t<div class=\"elementor-element elementor-element-5a67d6bf elementor-widget-divider--view-line elementor-widget elementor-widget-divider\" data-id=\"5a67d6bf\" data-element_type=\"widget\" data-e-type=\"widget\" data-settings=\"{&quot;ekit_we_effect_on&quot;:&quot;none&quot;}\" data-widget_type=\"divider.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t\t\t<div class=\"elementor-divider\">\n\t\t\t<span class=\"elementor-divider-separator\">\n\t\t\t\t\t\t<\/span>\n\t\t<\/div>\n\t\t\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t<div class=\"elementor-element elementor-element-81ac554 premium-title-icon-row-reverse premium-title-color elementor-widget elementor-widget-premium-addon-title\" data-id=\"81ac554\" data-element_type=\"widget\" data-e-type=\"widget\" data-settings=\"{&quot;ekit_we_effect_on&quot;:&quot;none&quot;}\" data-widget_type=\"premium-addon-title.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t\n\t\t<div class=\"premium-title-wrapper\">\n\t\t\t<div class=\"premium-title-container\">\n\t\t\t\t<div class=\"premium-title-header premium-title-style7\">\n\t\t\t\t\t\t\t\t\t\t\t\t\t\t\t\t\t\t<span class=\"premium-title-style7-stripe-wrap\">\n\t\t\t\t\t\t\t\t<span class=\"premium-title-style7-stripe\"><\/span>\n\t\t\t\t\t\t\t<\/span>\n\t\t\t\t\t\t\t\t\t\t\t\t<div class=\"premium-title-style7-inner\">\n\t\t\t\t\t\n\t\t\t\t\t\t\t\t\t\t\t\t\t\t\t\t\t\t<i class=\"premium-title-icon premium-svg-nodraw premium-drawable-icon  icon_tags_alt\" aria-hidden=\"true\"><\/i>\n\t\t\t\t\t\t\t\t\t\t\t\n\t\t\t\t\t\t\t\t\t\t\t\t\t\t\t\t\t\t\t\t\t\t\t\t\t\t<span class=\"premium-title-text\">\n\t\t\t\t\t\tTags\t\t\t\t\t<\/span>\n\t\t\t\t\t\t\n\t\t\t\t\t\t\t\t\t\t\t<\/div>\n\t\t\t\t\t\t\t\t\t\t\n\t\t\t\t\t\t\t\t\t<\/div>\n\n\t\t\t<\/div>\n\n\t\t\t\t\t<\/div>\n\n\t\t\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t<div class=\"elementor-element elementor-element-1679be42 premium-tcloud__row elementor-widget elementor-widget-premium-tcloud\" data-id=\"1679be42\" data-element_type=\"widget\" data-e-type=\"widget\" data-settings=\"{&quot;words_order&quot;:&quot;default&quot;,&quot;new_tab&quot;:&quot;yes&quot;,&quot;colors_select&quot;:&quot;random-light&quot;,&quot;fsize_scale&quot;:{&quot;unit&quot;:&quot;px&quot;,&quot;size&quot;:0,&quot;sizes&quot;:[]},&quot;ekit_we_effect_on&quot;:&quot;none&quot;}\" data-widget_type=\"premium-tcloud.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t\n\t\t\t<div class=\"premium-tcloud-container premium-tcloud-default\" data-chart=\"{&quot;wordsArr&quot;:[[&quot;Case study&quot;,9,&quot;https:\\\/\\\/renolith.com.au\\\/id\\\/tag\\\/case-study\\\/&quot;,&quot;Case study&quot;,9,&quot;_blank&quot;],[&quot;cementitious stabilisation&quot;,1,&quot;https:\\\/\\\/renolith.com.au\\\/id\\\/tag\\\/cementitious-stabilisation\\\/&quot;,&quot;cementitious stabilisation&quot;,1,&quot;_blank&quot;],[&quot;cementitious staiblisation&quot;,1,&quot;https:\\\/\\\/renolith.com.au\\\/id\\\/tag\\\/cementitious-staiblisation\\\/&quot;,&quot;cementitious staiblisation&quot;,1,&quot;_blank&quot;],[&quot;Cold Recycling&quot;,1,&quot;https:\\\/\\\/renolith.com.au\\\/id\\\/tag\\\/cold-recycling\\\/&quot;,&quot;Cold Recycling&quot;,1,&quot;_blank&quot;],[&quot;Conference&quot;,2,&quot;https:\\\/\\\/renolith.com.au\\\/id\\\/tag\\\/conference\\\/&quot;,&quot;Conference&quot;,2,&quot;_blank&quot;],[&quot;crack-free roads&quot;,1,&quot;https:\\\/\\\/renolith.com.au\\\/id\\\/tag\\\/crack-free-roads\\\/&quot;,&quot;crack-free roads&quot;,1,&quot;_blank&quot;],[&quot;fatigue cracking&quot;,1,&quot;https:\\\/\\\/renolith.com.au\\\/id\\\/tag\\\/fatigue-cracking\\\/&quot;,&quot;fatigue cracking&quot;,1,&quot;_blank&quot;],[&quot;Footpath&quot;,1,&quot;https:\\\/\\\/renolith.com.au\\\/id\\\/tag\\\/footpath\\\/&quot;,&quot;Footpath&quot;,1,&quot;_blank&quot;],[&quot;geopolymer&quot;,1,&quot;https:\\\/\\\/renolith.com.au\\\/id\\\/tag\\\/geopolymer\\\/&quot;,&quot;geopolymer&quot;,1,&quot;_blank&quot;],[&quot;geopolymer roads&quot;,1,&quot;https:\\\/\\\/renolith.com.au\\\/id\\\/tag\\\/geopolymer-roads\\\/&quot;,&quot;geopolymer roads&quot;,1,&quot;_blank&quot;],[&quot;Hardstand&quot;,1,&quot;https:\\\/\\\/renolith.com.au\\\/id\\\/tag\\\/hardstand\\\/&quot;,&quot;Hardstand&quot;,1,&quot;_blank&quot;],[&quot;haul road&quot;,1,&quot;https:\\\/\\\/renolith.com.au\\\/id\\\/tag\\\/haul-road\\\/&quot;,&quot;haul road&quot;,1,&quot;_blank&quot;],[&quot;Haul Roads&quot;,2,&quot;https:\\\/\\\/renolith.com.au\\\/id\\\/tag\\\/haul-roads\\\/&quot;,&quot;Haul Roads&quot;,2,&quot;_blank&quot;],[&quot;Low Cost Roads&quot;,1,&quot;https:\\\/\\\/renolith.com.au\\\/id\\\/tag\\\/low-cost-roads\\\/&quot;,&quot;Low Cost Roads&quot;,1,&quot;_blank&quot;],[&quot;Machinery&quot;,1,&quot;https:\\\/\\\/renolith.com.au\\\/id\\\/tag\\\/machinery\\\/&quot;,&quot;Machinery&quot;,1,&quot;_blank&quot;],[&quot;mine haul road&quot;,1,&quot;https:\\\/\\\/renolith.com.au\\\/id\\\/tag\\\/mine-haul-road\\\/&quot;,&quot;mine haul road&quot;,1,&quot;_blank&quot;],[&quot;mine haul roads&quot;,1,&quot;https:\\\/\\\/renolith.com.au\\\/id\\\/tag\\\/mine-haul-roads\\\/&quot;,&quot;mine haul roads&quot;,1,&quot;_blank&quot;],[&quot;Mining&quot;,1,&quot;https:\\\/\\\/renolith.com.au\\\/id\\\/tag\\\/mining\\\/&quot;,&quot;Mining&quot;,1,&quot;_blank&quot;],[&quot;Nanoengineering&quot;,1,&quot;https:\\\/\\\/renolith.com.au\\\/id\\\/tag\\\/nanoengineering\\\/&quot;,&quot;Nanoengineering&quot;,1,&quot;_blank&quot;],[&quot;nanomaterials&quot;,1,&quot;https:\\\/\\\/renolith.com.au\\\/id\\\/tag\\\/nanomaterials\\\/&quot;,&quot;nanomaterials&quot;,1,&quot;_blank&quot;],[&quot;nanotechnology&quot;,1,&quot;https:\\\/\\\/renolith.com.au\\\/id\\\/tag\\\/nanotechnology\\\/&quot;,&quot;nanotechnology&quot;,1,&quot;_blank&quot;],[&quot;News Articles&quot;,7,&quot;https:\\\/\\\/renolith.com.au\\\/id\\\/tag\\\/news-articles\\\/&quot;,&quot;News Articles&quot;,7,&quot;_blank&quot;],[&quot;Pathways&quot;,1,&quot;https:\\\/\\\/renolith.com.au\\\/id\\\/tag\\\/pathways\\\/&quot;,&quot;Pathways&quot;,1,&quot;_blank&quot;],[&quot;Pavement Failures&quot;,2,&quot;https:\\\/\\\/renolith.com.au\\\/id\\\/tag\\\/pavement-failures\\\/&quot;,&quot;Pavement Failures&quot;,2,&quot;_blank&quot;],[&quot;Potholes&quot;,6,&quot;https:\\\/\\\/renolith.com.au\\\/id\\\/tag\\\/potholes\\\/&quot;,&quot;Potholes&quot;,6,&quot;_blank&quot;],[&quot;Renolith Projects&quot;,5,&quot;https:\\\/\\\/renolith.com.au\\\/id\\\/tag\\\/projects\\\/&quot;,&quot;Renolith Projects&quot;,5,&quot;_blank&quot;],[&quot;Research and Developments&quot;,3,&quot;https:\\\/\\\/renolith.com.au\\\/id\\\/tag\\\/research-developments\\\/&quot;,&quot;Research and Developments&quot;,3,&quot;_blank&quot;],[&quot;road construction&quot;,1,&quot;https:\\\/\\\/renolith.com.au\\\/id\\\/tag\\\/road-construction\\\/&quot;,&quot;road construction&quot;,1,&quot;_blank&quot;],[&quot;road maintenance&quot;,2,&quot;https:\\\/\\\/renolith.com.au\\\/id\\\/tag\\\/road-maintenance\\\/&quot;,&quot;road maintenance&quot;,2,&quot;_blank&quot;],[&quot;Road Resilience&quot;,2,&quot;https:\\\/\\\/renolith.com.au\\\/id\\\/tag\\\/road-resilience\\\/&quot;,&quot;Road Resilience&quot;,2,&quot;_blank&quot;],[&quot;self-healing&quot;,1,&quot;https:\\\/\\\/renolith.com.au\\\/id\\\/tag\\\/self-healing\\\/&quot;,&quot;self-healing&quot;,1,&quot;_blank&quot;],[&quot;shrinkage cracking&quot;,1,&quot;https:\\\/\\\/renolith.com.au\\\/id\\\/tag\\\/shrinkage-cracking\\\/&quot;,&quot;shrinkage cracking&quot;,1,&quot;_blank&quot;],[&quot;Soil Stabilisation&quot;,4,&quot;https:\\\/\\\/renolith.com.au\\\/id\\\/tag\\\/soil-stabilisation\\\/&quot;,&quot;Soil Stabilisation&quot;,4,&quot;_blank&quot;],[&quot;Soil stabilization&quot;,1,&quot;https:\\\/\\\/renolith.com.au\\\/id\\\/tag\\\/soil-stabilization\\\/&quot;,&quot;Soil stabilization&quot;,1,&quot;_blank&quot;],[&quot;Sustainability&quot;,1,&quot;https:\\\/\\\/renolith.com.au\\\/id\\\/tag\\\/sustainability\\\/&quot;,&quot;Sustainability&quot;,1,&quot;_blank&quot;],[&quot;Sustainable Solutions&quot;,4,&quot;https:\\\/\\\/renolith.com.au\\\/id\\\/tag\\\/sustainable-solutions\\\/&quot;,&quot;Sustainable Solutions&quot;,4,&quot;_blank&quot;],[&quot;Unsealed Road&quot;,1,&quot;https:\\\/\\\/renolith.com.au\\\/id\\\/tag\\\/unsealed-road\\\/&quot;,&quot;Unsealed Road&quot;,1,&quot;_blank&quot;]]}\">\n\n\t\t\t\t<div class=\"premium-tcloud-canvas-container\">\n\n\t\t\t\t\t\n\n\t\t\t\t\t\n\t\t\t\t\t\t\n\t\t\t\t\t\t\n\t\t\t\t\t\t\t\n\t\t\t\t\t\t\t\t<div class=\"premium-tcloud-term-wrap\">\n\n\t\t\t\t\t\t\t\t\t<span class=\"premium-tcloud-term\">\n\t\t\t\t\t\t\t\t\t\t<a class=\"premium-tcloud-term-link\" data-weight=\"9\" href=\"https:\/\/renolith.com.au\/id\/tag\/case-study\/\" title=\"Case study\" target=\"_blank\">Case study\t\t\t\t\t\t\t\t\t\t\t<span class=\"premium-tcloud-number\">(9)<\/span><\/a>\n\t\t\t\t\t\t\t\t\t<\/span>\n\t\t\t\t\t\t\t\t<\/div>\n\t\t\t\t\t\t\t\t\t\t\t\t\t\n\t\t\t\t\t\t\t\n\t\t\t\t\t\t\t\t<div class=\"premium-tcloud-term-wrap\">\n\n\t\t\t\t\t\t\t\t\t<span class=\"premium-tcloud-term\">\n\t\t\t\t\t\t\t\t\t\t<a class=\"premium-tcloud-term-link\" data-weight=\"1\" href=\"https:\/\/renolith.com.au\/id\/tag\/cementitious-stabilisation\/\" title=\"cementitious stabilisation\" target=\"_blank\">cementitious stabilisation\t\t\t\t\t\t\t\t\t\t\t<span class=\"premium-tcloud-number\">(1)<\/span><\/a>\n\t\t\t\t\t\t\t\t\t<\/span>\n\t\t\t\t\t\t\t\t<\/div>\n\t\t\t\t\t\t\t\t\t\t\t\t\t\n\t\t\t\t\t\t\t\n\t\t\t\t\t\t\t\t<div class=\"premium-tcloud-term-wrap\">\n\n\t\t\t\t\t\t\t\t\t<span class=\"premium-tcloud-term\">\n\t\t\t\t\t\t\t\t\t\t<a class=\"premium-tcloud-term-link\" data-weight=\"1\" href=\"https:\/\/renolith.com.au\/id\/tag\/cementitious-staiblisation\/\" title=\"cementitious staiblisation\" target=\"_blank\">cementitious staiblisation\t\t\t\t\t\t\t\t\t\t\t<span class=\"premium-tcloud-number\">(1)<\/span><\/a>\n\t\t\t\t\t\t\t\t\t<\/span>\n\t\t\t\t\t\t\t\t<\/div>\n\t\t\t\t\t\t\t\t\t\t\t\t\t\n\t\t\t\t\t\t\t\n\t\t\t\t\t\t\t\t<div class=\"premium-tcloud-term-wrap\">\n\n\t\t\t\t\t\t\t\t\t<span class=\"premium-tcloud-term\">\n\t\t\t\t\t\t\t\t\t\t<a class=\"premium-tcloud-term-link\" data-weight=\"1\" href=\"https:\/\/renolith.com.au\/id\/tag\/cold-recycling\/\" title=\"Cold Recycling\" target=\"_blank\">Cold Recycling\t\t\t\t\t\t\t\t\t\t\t<span class=\"premium-tcloud-number\">(1)<\/span><\/a>\n\t\t\t\t\t\t\t\t\t<\/span>\n\t\t\t\t\t\t\t\t<\/div>\n\t\t\t\t\t\t\t\t\t\t\t\t\t\n\t\t\t\t\t\t\t\n\t\t\t\t\t\t\t\t<div class=\"premium-tcloud-term-wrap\">\n\n\t\t\t\t\t\t\t\t\t<span class=\"premium-tcloud-term\">\n\t\t\t\t\t\t\t\t\t\t<a class=\"premium-tcloud-term-link\" data-weight=\"2\" href=\"https:\/\/renolith.com.au\/id\/tag\/conference\/\" title=\"Conference\" target=\"_blank\">Conference\t\t\t\t\t\t\t\t\t\t\t<span class=\"premium-tcloud-number\">(2)<\/span><\/a>\n\t\t\t\t\t\t\t\t\t<\/span>\n\t\t\t\t\t\t\t\t<\/div>\n\t\t\t\t\t\t\t\t\t\t\t\t\t\n\t\t\t\t\t\t\t\n\t\t\t\t\t\t\t\t<div class=\"premium-tcloud-term-wrap\">\n\n\t\t\t\t\t\t\t\t\t<span class=\"premium-tcloud-term\">\n\t\t\t\t\t\t\t\t\t\t<a class=\"premium-tcloud-term-link\" data-weight=\"1\" href=\"https:\/\/renolith.com.au\/id\/tag\/crack-free-roads\/\" title=\"crack-free roads\" target=\"_blank\">crack-free roads\t\t\t\t\t\t\t\t\t\t\t<span class=\"premium-tcloud-number\">(1)<\/span><\/a>\n\t\t\t\t\t\t\t\t\t<\/span>\n\t\t\t\t\t\t\t\t<\/div>\n\t\t\t\t\t\t\t\t\t\t\t\t\t\n\t\t\t\t\t\t\t\n\t\t\t\t\t\t\t\t<div class=\"premium-tcloud-term-wrap\">\n\n\t\t\t\t\t\t\t\t\t<span class=\"premium-tcloud-term\">\n\t\t\t\t\t\t\t\t\t\t<a class=\"premium-tcloud-term-link\" data-weight=\"1\" href=\"https:\/\/renolith.com.au\/id\/tag\/fatigue-cracking\/\" title=\"fatigue cracking\" target=\"_blank\">fatigue cracking\t\t\t\t\t\t\t\t\t\t\t<span class=\"premium-tcloud-number\">(1)<\/span><\/a>\n\t\t\t\t\t\t\t\t\t<\/span>\n\t\t\t\t\t\t\t\t<\/div>\n\t\t\t\t\t\t\t\t\t\t\t\t\t\n\t\t\t\t\t\t\t\n\t\t\t\t\t\t\t\t<div class=\"premium-tcloud-term-wrap\">\n\n\t\t\t\t\t\t\t\t\t<span class=\"premium-tcloud-term\">\n\t\t\t\t\t\t\t\t\t\t<a class=\"premium-tcloud-term-link\" data-weight=\"1\" href=\"https:\/\/renolith.com.au\/id\/tag\/footpath\/\" title=\"Footpath\" target=\"_blank\">Footpath\t\t\t\t\t\t\t\t\t\t\t<span class=\"premium-tcloud-number\">(1)<\/span><\/a>\n\t\t\t\t\t\t\t\t\t<\/span>\n\t\t\t\t\t\t\t\t<\/div>\n\t\t\t\t\t\t\t\t\t\t\t\t\t\n\t\t\t\t\t\t\t\n\t\t\t\t\t\t\t\t<div class=\"premium-tcloud-term-wrap\">\n\n\t\t\t\t\t\t\t\t\t<span class=\"premium-tcloud-term\">\n\t\t\t\t\t\t\t\t\t\t<a class=\"premium-tcloud-term-link\" data-weight=\"1\" href=\"https:\/\/renolith.com.au\/id\/tag\/geopolymer\/\" title=\"geopolymer\" target=\"_blank\">geopolymer\t\t\t\t\t\t\t\t\t\t\t<span class=\"premium-tcloud-number\">(1)<\/span><\/a>\n\t\t\t\t\t\t\t\t\t<\/span>\n\t\t\t\t\t\t\t\t<\/div>\n\t\t\t\t\t\t\t\t\t\t\t\t\t\n\t\t\t\t\t\t\t\n\t\t\t\t\t\t\t\t<div class=\"premium-tcloud-term-wrap\">\n\n\t\t\t\t\t\t\t\t\t<span class=\"premium-tcloud-term\">\n\t\t\t\t\t\t\t\t\t\t<a class=\"premium-tcloud-term-link\" data-weight=\"1\" href=\"https:\/\/renolith.com.au\/id\/tag\/geopolymer-roads\/\" title=\"geopolymer roads\" target=\"_blank\">geopolymer roads\t\t\t\t\t\t\t\t\t\t\t<span class=\"premium-tcloud-number\">(1)<\/span><\/a>\n\t\t\t\t\t\t\t\t\t<\/span>\n\t\t\t\t\t\t\t\t<\/div>\n\t\t\t\t\t\t\t\t\t\t\t\t\t\n\t\t\t\t\t\t\t\n\t\t\t\t\t\t\t\t<div class=\"premium-tcloud-term-wrap\">\n\n\t\t\t\t\t\t\t\t\t<span class=\"premium-tcloud-term\">\n\t\t\t\t\t\t\t\t\t\t<a class=\"premium-tcloud-term-link\" data-weight=\"1\" href=\"https:\/\/renolith.com.au\/id\/tag\/hardstand\/\" title=\"Hardstand\" target=\"_blank\">Hardstand\t\t\t\t\t\t\t\t\t\t\t<span class=\"premium-tcloud-number\">(1)<\/span><\/a>\n\t\t\t\t\t\t\t\t\t<\/span>\n\t\t\t\t\t\t\t\t<\/div>\n\t\t\t\t\t\t\t\t\t\t\t\t\t\n\t\t\t\t\t\t\t\n\t\t\t\t\t\t\t\t<div class=\"premium-tcloud-term-wrap\">\n\n\t\t\t\t\t\t\t\t\t<span class=\"premium-tcloud-term\">\n\t\t\t\t\t\t\t\t\t\t<a class=\"premium-tcloud-term-link\" data-weight=\"1\" href=\"https:\/\/renolith.com.au\/id\/tag\/haul-road\/\" title=\"haul road\" target=\"_blank\">haul road\t\t\t\t\t\t\t\t\t\t\t<span class=\"premium-tcloud-number\">(1)<\/span><\/a>\n\t\t\t\t\t\t\t\t\t<\/span>\n\t\t\t\t\t\t\t\t<\/div>\n\t\t\t\t\t\t\t\t\t\t\t\t\t\n\t\t\t\t\t\t\t\n\t\t\t\t\t\t\t\t<div class=\"premium-tcloud-term-wrap\">\n\n\t\t\t\t\t\t\t\t\t<span class=\"premium-tcloud-term\">\n\t\t\t\t\t\t\t\t\t\t<a class=\"premium-tcloud-term-link\" data-weight=\"2\" href=\"https:\/\/renolith.com.au\/id\/tag\/haul-roads\/\" title=\"Haul Roads\" target=\"_blank\">Haul Roads\t\t\t\t\t\t\t\t\t\t\t<span class=\"premium-tcloud-number\">(2)<\/span><\/a>\n\t\t\t\t\t\t\t\t\t<\/span>\n\t\t\t\t\t\t\t\t<\/div>\n\t\t\t\t\t\t\t\t\t\t\t\t\t\n\t\t\t\t\t\t\t\n\t\t\t\t\t\t\t\t<div class=\"premium-tcloud-term-wrap\">\n\n\t\t\t\t\t\t\t\t\t<span class=\"premium-tcloud-term\">\n\t\t\t\t\t\t\t\t\t\t<a class=\"premium-tcloud-term-link\" data-weight=\"1\" href=\"https:\/\/renolith.com.au\/id\/tag\/low-cost-roads\/\" title=\"Low Cost Roads\" target=\"_blank\">Low Cost Roads\t\t\t\t\t\t\t\t\t\t\t<span class=\"premium-tcloud-number\">(1)<\/span><\/a>\n\t\t\t\t\t\t\t\t\t<\/span>\n\t\t\t\t\t\t\t\t<\/div>\n\t\t\t\t\t\t\t\t\t\t\t\t\t\n\t\t\t\t\t\t\t\n\t\t\t\t\t\t\t\t<div class=\"premium-tcloud-term-wrap\">\n\n\t\t\t\t\t\t\t\t\t<span class=\"premium-tcloud-term\">\n\t\t\t\t\t\t\t\t\t\t<a class=\"premium-tcloud-term-link\" data-weight=\"1\" href=\"https:\/\/renolith.com.au\/id\/tag\/machinery\/\" title=\"Machinery\" target=\"_blank\">Machinery\t\t\t\t\t\t\t\t\t\t\t<span class=\"premium-tcloud-number\">(1)<\/span><\/a>\n\t\t\t\t\t\t\t\t\t<\/span>\n\t\t\t\t\t\t\t\t<\/div>\n\t\t\t\t\t\t\t\t\t\t\t\t\t\n\t\t\t\t\t\t\t\n\t\t\t\t\t\t\t\t<div class=\"premium-tcloud-term-wrap\">\n\n\t\t\t\t\t\t\t\t\t<span class=\"premium-tcloud-term\">\n\t\t\t\t\t\t\t\t\t\t<a class=\"premium-tcloud-term-link\" data-weight=\"1\" href=\"https:\/\/renolith.com.au\/id\/tag\/mine-haul-road\/\" title=\"mine haul road\" target=\"_blank\">mine haul road\t\t\t\t\t\t\t\t\t\t\t<span class=\"premium-tcloud-number\">(1)<\/span><\/a>\n\t\t\t\t\t\t\t\t\t<\/span>\n\t\t\t\t\t\t\t\t<\/div>\n\t\t\t\t\t\t\t\t\t\t\t\t\t\n\t\t\t\t\t\t\t\n\t\t\t\t\t\t\t\t<div class=\"premium-tcloud-term-wrap\">\n\n\t\t\t\t\t\t\t\t\t<span class=\"premium-tcloud-term\">\n\t\t\t\t\t\t\t\t\t\t<a class=\"premium-tcloud-term-link\" data-weight=\"1\" href=\"https:\/\/renolith.com.au\/id\/tag\/mine-haul-roads\/\" title=\"mine haul roads\" target=\"_blank\">mine haul roads\t\t\t\t\t\t\t\t\t\t\t<span class=\"premium-tcloud-number\">(1)<\/span><\/a>\n\t\t\t\t\t\t\t\t\t<\/span>\n\t\t\t\t\t\t\t\t<\/div>\n\t\t\t\t\t\t\t\t\t\t\t\t\t\n\t\t\t\t\t\t\t\n\t\t\t\t\t\t\t\t<div class=\"premium-tcloud-term-wrap\">\n\n\t\t\t\t\t\t\t\t\t<span class=\"premium-tcloud-term\">\n\t\t\t\t\t\t\t\t\t\t<a class=\"premium-tcloud-term-link\" data-weight=\"1\" href=\"https:\/\/renolith.com.au\/id\/tag\/mining\/\" title=\"Mining\" target=\"_blank\">Mining\t\t\t\t\t\t\t\t\t\t\t<span class=\"premium-tcloud-number\">(1)<\/span><\/a>\n\t\t\t\t\t\t\t\t\t<\/span>\n\t\t\t\t\t\t\t\t<\/div>\n\t\t\t\t\t\t\t\t\t\t\t\t\t\n\t\t\t\t\t\t\t\n\t\t\t\t\t\t\t\t<div class=\"premium-tcloud-term-wrap\">\n\n\t\t\t\t\t\t\t\t\t<span class=\"premium-tcloud-term\">\n\t\t\t\t\t\t\t\t\t\t<a class=\"premium-tcloud-term-link\" data-weight=\"1\" href=\"https:\/\/renolith.com.au\/id\/tag\/nanoengineering\/\" title=\"Nanoengineering\" target=\"_blank\">Nanoengineering\t\t\t\t\t\t\t\t\t\t\t<span class=\"premium-tcloud-number\">(1)<\/span><\/a>\n\t\t\t\t\t\t\t\t\t<\/span>\n\t\t\t\t\t\t\t\t<\/div>\n\t\t\t\t\t\t\t\t\t\t\t\t\t\n\t\t\t\t\t\t\t\n\t\t\t\t\t\t\t\t<div class=\"premium-tcloud-term-wrap\">\n\n\t\t\t\t\t\t\t\t\t<span class=\"premium-tcloud-term\">\n\t\t\t\t\t\t\t\t\t\t<a class=\"premium-tcloud-term-link\" data-weight=\"1\" href=\"https:\/\/renolith.com.au\/id\/tag\/nanomaterials\/\" title=\"nanomaterials\" target=\"_blank\">nanomaterials\t\t\t\t\t\t\t\t\t\t\t<span class=\"premium-tcloud-number\">(1)<\/span><\/a>\n\t\t\t\t\t\t\t\t\t<\/span>\n\t\t\t\t\t\t\t\t<\/div>\n\t\t\t\t\t\t\t\t\t\t\t\t\t\n\t\t\t\t\t\t\t\n\t\t\t\t\t\t\t\t<div class=\"premium-tcloud-term-wrap\">\n\n\t\t\t\t\t\t\t\t\t<span class=\"premium-tcloud-term\">\n\t\t\t\t\t\t\t\t\t\t<a class=\"premium-tcloud-term-link\" data-weight=\"1\" href=\"https:\/\/renolith.com.au\/id\/tag\/nanotechnology\/\" title=\"nanotechnology\" target=\"_blank\">nanotechnology\t\t\t\t\t\t\t\t\t\t\t<span class=\"premium-tcloud-number\">(1)<\/span><\/a>\n\t\t\t\t\t\t\t\t\t<\/span>\n\t\t\t\t\t\t\t\t<\/div>\n\t\t\t\t\t\t\t\t\t\t\t\t\t\n\t\t\t\t\t\t\t\n\t\t\t\t\t\t\t\t<div class=\"premium-tcloud-term-wrap\">\n\n\t\t\t\t\t\t\t\t\t<span class=\"premium-tcloud-term\">\n\t\t\t\t\t\t\t\t\t\t<a class=\"premium-tcloud-term-link\" data-weight=\"7\" href=\"https:\/\/renolith.com.au\/id\/tag\/news-articles\/\" title=\"News Articles\" target=\"_blank\">News Articles\t\t\t\t\t\t\t\t\t\t\t<span class=\"premium-tcloud-number\">(7)<\/span><\/a>\n\t\t\t\t\t\t\t\t\t<\/span>\n\t\t\t\t\t\t\t\t<\/div>\n\t\t\t\t\t\t\t\t\t\t\t\t\t\n\t\t\t\t\t\t\t\n\t\t\t\t\t\t\t\t<div class=\"premium-tcloud-term-wrap\">\n\n\t\t\t\t\t\t\t\t\t<span class=\"premium-tcloud-term\">\n\t\t\t\t\t\t\t\t\t\t<a class=\"premium-tcloud-term-link\" data-weight=\"1\" href=\"https:\/\/renolith.com.au\/id\/tag\/pathways\/\" title=\"Pathways\" target=\"_blank\">Pathways\t\t\t\t\t\t\t\t\t\t\t<span class=\"premium-tcloud-number\">(1)<\/span><\/a>\n\t\t\t\t\t\t\t\t\t<\/span>\n\t\t\t\t\t\t\t\t<\/div>\n\t\t\t\t\t\t\t\t\t\t\t\t\t\n\t\t\t\t\t\t\t\n\t\t\t\t\t\t\t\t<div class=\"premium-tcloud-term-wrap\">\n\n\t\t\t\t\t\t\t\t\t<span class=\"premium-tcloud-term\">\n\t\t\t\t\t\t\t\t\t\t<a class=\"premium-tcloud-term-link\" data-weight=\"2\" href=\"https:\/\/renolith.com.au\/id\/tag\/pavement-failures\/\" title=\"Pavement Failures\" target=\"_blank\">Pavement Failures\t\t\t\t\t\t\t\t\t\t\t<span class=\"premium-tcloud-number\">(2)<\/span><\/a>\n\t\t\t\t\t\t\t\t\t<\/span>\n\t\t\t\t\t\t\t\t<\/div>\n\t\t\t\t\t\t\t\t\t\t\t\t\t\n\t\t\t\t\t\t\t\n\t\t\t\t\t\t\t\t<div class=\"premium-tcloud-term-wrap\">\n\n\t\t\t\t\t\t\t\t\t<span class=\"premium-tcloud-term\">\n\t\t\t\t\t\t\t\t\t\t<a class=\"premium-tcloud-term-link\" data-weight=\"6\" href=\"https:\/\/renolith.com.au\/id\/tag\/potholes\/\" title=\"Potholes\" target=\"_blank\">Potholes\t\t\t\t\t\t\t\t\t\t\t<span class=\"premium-tcloud-number\">(6)<\/span><\/a>\n\t\t\t\t\t\t\t\t\t<\/span>\n\t\t\t\t\t\t\t\t<\/div>\n\t\t\t\t\t\t\t\t\t\t\t\t\t\n\t\t\t\t\t\t\t\n\t\t\t\t\t\t\t\t<div class=\"premium-tcloud-term-wrap\">\n\n\t\t\t\t\t\t\t\t\t<span class=\"premium-tcloud-term\">\n\t\t\t\t\t\t\t\t\t\t<a class=\"premium-tcloud-term-link\" data-weight=\"5\" href=\"https:\/\/renolith.com.au\/id\/tag\/projects\/\" title=\"Renolith Projects\" target=\"_blank\">Renolith Projects\t\t\t\t\t\t\t\t\t\t\t<span class=\"premium-tcloud-number\">(5)<\/span><\/a>\n\t\t\t\t\t\t\t\t\t<\/span>\n\t\t\t\t\t\t\t\t<\/div>\n\t\t\t\t\t\t\t\t\t\t\t\t\t\n\t\t\t\t\t\t\t\n\t\t\t\t\t\t\t\t<div class=\"premium-tcloud-term-wrap\">\n\n\t\t\t\t\t\t\t\t\t<span class=\"premium-tcloud-term\">\n\t\t\t\t\t\t\t\t\t\t<a class=\"premium-tcloud-term-link\" data-weight=\"3\" href=\"https:\/\/renolith.com.au\/id\/tag\/research-developments\/\" title=\"Research and Developments\" target=\"_blank\">Research and Developments\t\t\t\t\t\t\t\t\t\t\t<span class=\"premium-tcloud-number\">(3)<\/span><\/a>\n\t\t\t\t\t\t\t\t\t<\/span>\n\t\t\t\t\t\t\t\t<\/div>\n\t\t\t\t\t\t\t\t\t\t\t\t\t\n\t\t\t\t\t\t\t\n\t\t\t\t\t\t\t\t<div class=\"premium-tcloud-term-wrap\">\n\n\t\t\t\t\t\t\t\t\t<span class=\"premium-tcloud-term\">\n\t\t\t\t\t\t\t\t\t\t<a class=\"premium-tcloud-term-link\" data-weight=\"1\" href=\"https:\/\/renolith.com.au\/id\/tag\/road-construction\/\" title=\"road construction\" target=\"_blank\">road construction\t\t\t\t\t\t\t\t\t\t\t<span class=\"premium-tcloud-number\">(1)<\/span><\/a>\n\t\t\t\t\t\t\t\t\t<\/span>\n\t\t\t\t\t\t\t\t<\/div>\n\t\t\t\t\t\t\t\t\t\t\t\t\t\n\t\t\t\t\t\t\t\n\t\t\t\t\t\t\t\t<div class=\"premium-tcloud-term-wrap\">\n\n\t\t\t\t\t\t\t\t\t<span class=\"premium-tcloud-term\">\n\t\t\t\t\t\t\t\t\t\t<a class=\"premium-tcloud-term-link\" data-weight=\"2\" href=\"https:\/\/renolith.com.au\/id\/tag\/road-maintenance\/\" title=\"road maintenance\" target=\"_blank\">road maintenance\t\t\t\t\t\t\t\t\t\t\t<span class=\"premium-tcloud-number\">(2)<\/span><\/a>\n\t\t\t\t\t\t\t\t\t<\/span>\n\t\t\t\t\t\t\t\t<\/div>\n\t\t\t\t\t\t\t\t\t\t\t\t\t\n\t\t\t\t\t\t\t\n\t\t\t\t\t\t\t\t<div class=\"premium-tcloud-term-wrap\">\n\n\t\t\t\t\t\t\t\t\t<span class=\"premium-tcloud-term\">\n\t\t\t\t\t\t\t\t\t\t<a class=\"premium-tcloud-term-link\" data-weight=\"2\" href=\"https:\/\/renolith.com.au\/id\/tag\/road-resilience\/\" title=\"Road Resilience\" target=\"_blank\">Road Resilience\t\t\t\t\t\t\t\t\t\t\t<span class=\"premium-tcloud-number\">(2)<\/span><\/a>\n\t\t\t\t\t\t\t\t\t<\/span>\n\t\t\t\t\t\t\t\t<\/div>\n\t\t\t\t\t\t\t\t\t\t\t\t\t\n\t\t\t\t\t\t\t\n\t\t\t\t\t\t\t\t<div class=\"premium-tcloud-term-wrap\">\n\n\t\t\t\t\t\t\t\t\t<span class=\"premium-tcloud-term\">\n\t\t\t\t\t\t\t\t\t\t<a class=\"premium-tcloud-term-link\" data-weight=\"1\" href=\"https:\/\/renolith.com.au\/id\/tag\/self-healing\/\" title=\"self-healing\" target=\"_blank\">self-healing\t\t\t\t\t\t\t\t\t\t\t<span class=\"premium-tcloud-number\">(1)<\/span><\/a>\n\t\t\t\t\t\t\t\t\t<\/span>\n\t\t\t\t\t\t\t\t<\/div>\n\t\t\t\t\t\t\t\t\t\t\t\t\t\n\t\t\t\t\t\t\t\n\t\t\t\t\t\t\t\t<div class=\"premium-tcloud-term-wrap\">\n\n\t\t\t\t\t\t\t\t\t<span class=\"premium-tcloud-term\">\n\t\t\t\t\t\t\t\t\t\t<a class=\"premium-tcloud-term-link\" data-weight=\"1\" href=\"https:\/\/renolith.com.au\/id\/tag\/shrinkage-cracking\/\" title=\"shrinkage cracking\" target=\"_blank\">shrinkage cracking\t\t\t\t\t\t\t\t\t\t\t<span class=\"premium-tcloud-number\">(1)<\/span><\/a>\n\t\t\t\t\t\t\t\t\t<\/span>\n\t\t\t\t\t\t\t\t<\/div>\n\t\t\t\t\t\t\t\t\t\t\t\t\t\n\t\t\t\t\t\t\t\n\t\t\t\t\t\t\t\t<div class=\"premium-tcloud-term-wrap\">\n\n\t\t\t\t\t\t\t\t\t<span class=\"premium-tcloud-term\">\n\t\t\t\t\t\t\t\t\t\t<a class=\"premium-tcloud-term-link\" data-weight=\"4\" href=\"https:\/\/renolith.com.au\/id\/tag\/soil-stabilisation\/\" title=\"Soil Stabilisation\" target=\"_blank\">Soil Stabilisation\t\t\t\t\t\t\t\t\t\t\t<span class=\"premium-tcloud-number\">(4)<\/span><\/a>\n\t\t\t\t\t\t\t\t\t<\/span>\n\t\t\t\t\t\t\t\t<\/div>\n\t\t\t\t\t\t\t\t\t\t\t\t\t\n\t\t\t\t\t\t\t\n\t\t\t\t\t\t\t\t<div class=\"premium-tcloud-term-wrap\">\n\n\t\t\t\t\t\t\t\t\t<span class=\"premium-tcloud-term\">\n\t\t\t\t\t\t\t\t\t\t<a class=\"premium-tcloud-term-link\" data-weight=\"1\" href=\"https:\/\/renolith.com.au\/id\/tag\/soil-stabilization\/\" title=\"Soil stabilization\" target=\"_blank\">Soil stabilization\t\t\t\t\t\t\t\t\t\t\t<span class=\"premium-tcloud-number\">(1)<\/span><\/a>\n\t\t\t\t\t\t\t\t\t<\/span>\n\t\t\t\t\t\t\t\t<\/div>\n\t\t\t\t\t\t\t\t\t\t\t\t\t\n\t\t\t\t\t\t\t\n\t\t\t\t\t\t\t\t<div class=\"premium-tcloud-term-wrap\">\n\n\t\t\t\t\t\t\t\t\t<span class=\"premium-tcloud-term\">\n\t\t\t\t\t\t\t\t\t\t<a class=\"premium-tcloud-term-link\" data-weight=\"1\" href=\"https:\/\/renolith.com.au\/id\/tag\/sustainability\/\" title=\"Sustainability\" target=\"_blank\">Sustainability\t\t\t\t\t\t\t\t\t\t\t<span class=\"premium-tcloud-number\">(1)<\/span><\/a>\n\t\t\t\t\t\t\t\t\t<\/span>\n\t\t\t\t\t\t\t\t<\/div>\n\t\t\t\t\t\t\t\t\t\t\t\t\t\n\t\t\t\t\t\t\t\n\t\t\t\t\t\t\t\t<div class=\"premium-tcloud-term-wrap\">\n\n\t\t\t\t\t\t\t\t\t<span class=\"premium-tcloud-term\">\n\t\t\t\t\t\t\t\t\t\t<a class=\"premium-tcloud-term-link\" data-weight=\"4\" href=\"https:\/\/renolith.com.au\/id\/tag\/sustainable-solutions\/\" title=\"Sustainable Solutions\" target=\"_blank\">Sustainable Solutions\t\t\t\t\t\t\t\t\t\t\t<span class=\"premium-tcloud-number\">(4)<\/span><\/a>\n\t\t\t\t\t\t\t\t\t<\/span>\n\t\t\t\t\t\t\t\t<\/div>\n\t\t\t\t\t\t\t\t\t\t\t\t\t\n\t\t\t\t\t\t\t\n\t\t\t\t\t\t\t\t<div class=\"premium-tcloud-term-wrap\">\n\n\t\t\t\t\t\t\t\t\t<span class=\"premium-tcloud-term\">\n\t\t\t\t\t\t\t\t\t\t<a class=\"premium-tcloud-term-link\" data-weight=\"1\" href=\"https:\/\/renolith.com.au\/id\/tag\/unsealed-road\/\" title=\"Unsealed Road\" target=\"_blank\">Unsealed Road\t\t\t\t\t\t\t\t\t\t\t<span class=\"premium-tcloud-number\">(1)<\/span><\/a>\n\t\t\t\t\t\t\t\t\t<\/span>\n\t\t\t\t\t\t\t\t<\/div>\n\t\t\t\t\t\t\t\t\t\t\t\t\t\n\t\t\t\t\t\t\t\t\t\t\t\n\t\t\t\t<\/div>\n\n\t\t\t<\/div>\n\n\t\t\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t<section class=\"elementor-section elementor-top-section elementor-element elementor-element-438491f3 elementor-section-boxed elementor-section-height-default elementor-section-height-default wpr-particle-no wpr-sticky-section-no wpr-column-slider-no wpr-equal-height-no\" data-id=\"438491f3\" data-element_type=\"section\" data-e-type=\"section\" data-settings=\"{&quot;ekit_has_onepagescroll_dot&quot;:&quot;yes&quot;}\">\n\t\t\t\t\t\t<div class=\"elementor-container elementor-column-gap-default\">\n\t\t\t\t\t<div class=\"elementor-column elementor-col-100 elementor-top-column elementor-element elementor-element-2be8e3eb\" data-id=\"2be8e3eb\" data-element_type=\"column\" data-e-type=\"column\">\n\t\t\t<div class=\"elementor-widget-wrap elementor-element-populated\">\n\t\t\t\t\t\t<section class=\"elementor-section elementor-inner-section elementor-element elementor-element-29bea747 elementor-section-full_width elementor-section-height-default elementor-section-height-default wpr-particle-no wpr-sticky-section-no wpr-column-slider-no wpr-equal-height-no\" data-id=\"29bea747\" data-element_type=\"section\" data-e-type=\"section\" data-settings=\"{&quot;background_background&quot;:&quot;classic&quot;,&quot;ekit_has_onepagescroll_dot&quot;:&quot;yes&quot;}\">\n\t\t\t\t\t\t<div class=\"elementor-container elementor-column-gap-default\">\n\t\t\t\t\t<div class=\"elementor-column elementor-col-100 elementor-inner-column elementor-element elementor-element-47356bc9\" data-id=\"47356bc9\" data-element_type=\"column\" data-e-type=\"column\">\n\t\t\t<div class=\"elementor-widget-wrap elementor-element-populated\">\n\t\t\t\t\t\t<div class=\"elementor-element elementor-element-74ae8af2 elementor-widget elementor-widget-elementskit-heading\" data-id=\"74ae8af2\" data-element_type=\"widget\" data-e-type=\"widget\" data-settings=\"{&quot;_animation&quot;:&quot;none&quot;,&quot;ekit_we_effect_on&quot;:&quot;none&quot;}\" data-widget_type=\"elementskit-heading.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t<div class=\"ekit-wid-con\" ><div class=\"ekit-heading elementskit-section-title-wraper text_left   ekit_heading_tablet-   ekit_heading_mobile-\"><div class=\"ekit-heading--title elementskit-section-title \">More Articles<\/div><\/div><\/div>\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t<div class=\"elementor-element elementor-element-192fad5e elementor-widget elementor-widget-elementskit-post-list\" data-id=\"192fad5e\" data-element_type=\"widget\" data-e-type=\"widget\" data-settings=\"{&quot;ekit_we_effect_on&quot;:&quot;none&quot;}\" data-widget_type=\"elementskit-post-list.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t<div class=\"ekit-wid-con\" >\t\t<ul class=\"elementor-icon-list-items ekit-post-list-wrapper \">\n\t\t\t\t\t\t<li class=\"elementor-icon-list-item   \">\n\t\t\t\t<a href=\"https:\/\/renolith.com.au\/how-to-fix-victorias-pothole-debacle\/\">\n\t\t\t\t\t\t\t\t\t\t\t\t\t<span class=\"elementor-icon-list-icon\">\n\t\t\t\t\t\t\t\t\t<i aria-hidden=\"true\" class=\"icon icon-arrow-right\"><\/i>\t\t\t\t\t\t\t\t<\/span>\n\t\t\t\t\t\t\t\t\t\t\t\t<div class=\"ekit_post_list_content_wraper\">\n\t\t\t\t\t\t\n\t\t\t\t\t\t<span class=\"elementor-icon-list-text\">How to fix Victoria\u2019s Potholes<\/span>\n\n\t\t\t\t\t\t\t\t\t\t\t<\/div>\n\t\t\t\t<\/a>\n\t\t\t<\/li>\n\t\t\t\t\t<li class=\"elementor-icon-list-item   \">\n\t\t\t\t<a href=\"https:\/\/renolith.com.au\/prevent-repair-potholes-cement-stabilisation\/\">\n\t\t\t\t\t\t\t\t\t\t\t\t\t<span class=\"elementor-icon-list-icon\">\n\t\t\t\t\t\t\t\t\t<i aria-hidden=\"true\" class=\"icon 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Roads: Precision, Performance, and Practicality on the Ground<\/span>\n\n\t\t\t\t\t\t\t\t\t\t\t<\/div>\n\t\t\t\t<\/a>\n\t\t\t<\/li>\n\t\t\t\t<\/ul>\n\t\t<\/div>\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t\t<\/div>\n\t\t<\/div>\n\t\t\t\t\t<\/div>\n\t\t<\/section>\n\t\t\t\t\t<\/div>\n\t\t<\/div>\n\t\t\t\t\t<\/div>\n\t\t<\/section>\n\t\t<div class=\"elementor-element elementor-element-4bea493 e-flex e-con-boxed wpr-particle-no wpr-sticky-section-no wpr-column-slider-no wpr-equal-height-no e-con e-parent\" data-id=\"4bea493\" data-element_type=\"container\" data-e-type=\"container\" data-settings=\"{&quot;ekit_has_onepagescroll_dot&quot;:&quot;yes&quot;}\">\n\t\t\t\t\t<div class=\"e-con-inner\">\n\t\t\t\t<div class=\"elementor-element elementor-element-0647631 elementor-widget elementor-widget-spacer\" data-id=\"0647631\" data-element_type=\"widget\" data-e-type=\"widget\" data-settings=\"{&quot;ekit_we_effect_on&quot;:&quot;none&quot;}\" data-widget_type=\"spacer.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t\t\t<div class=\"elementor-spacer\">\n\t\t\t<div class=\"elementor-spacer-inner\"><\/div>\n\t\t<\/div>\n\t\t\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t","protected":false},"excerpt":{"rendered":"<p>Jalan Bebas Retak - Ringkasan Eksekutif Stabilisasi semen menawarkan metode hemat biaya untuk meningkatkan kinerja jangka panjang dan mengurangi biaya keseluruhan masa pakai perkerasan modern yang padat lalu lintas. Retak adalah jenis kerusakan utama dan dominan pada material yang diikat dengan semen. Ada dua bentuk utama retak: \u2022 retak akibat hidrasi dan penyusutan pengeringan \u2022 retak kelelahan. Dilema retak penyusutan sangat menghambat kegunaan stabilisasi semen pada perkerasan jalan. Pendekatan konvensional untuk mengurangi retak penyusutan menghasilkan kendala kinerja dan desain yang substansial. Nanoteknologi Renolith sangat efektif dalam mencegah kerusakan retak. Hal ini memungkinkan berbagai pilihan yang lebih luas dalam desain perkerasan dan cara praktis untuk secara substansial meningkatkan umur perkerasan jalan dan mengurangi biaya tiga pilar (ekonomi, sosial, dan lingkungan). Stabilisasi Berbasis Semen \u2013 Pro\/Kontra Panduan Austroads untuk Teknologi Perkerasan Bagian 4D, Material yang Distabilkan AGPT04D-19 menyatakan: Penggunaan teknologi stabilisasi untuk menstabilkan dan mendaur ulang material untuk konstruksi dan pemeliharaan perkerasan jalan secara luas diterima sebagai metode hemat biaya untuk meningkatkan kinerja jangka panjang dan mengurangi biaya keseluruhan siklus hidup perkerasan modern yang padat lalu lintas. Material perkerasan yang diikat secara semen diproduksi dengan menambahkan pengikat penstabil ke material granular dalam jumlah yang cukup untuk menghasilkan material yang memiliki kekuatan tarik, yang secara signifikan lebih tinggi untuk material yang diikat dibandingkan dengan material yang diikat secara ringan. Pengikat yang umum digunakan meliputi semen dan material berbasis semen. Material yang diikat bertindak seperti &#039;balok&#039; di perkerasan untuk menahan beban lalu lintas dan memiliki kapasitas struktural yang meningkat secara signifikan dibandingkan dengan material granular dan modifikasi yang tidak diikat. Namun, penyusutan dan retak kelelahan dini pada lapisan perkerasan perlu dikendalikan. Retak adalah jenis kerusakan utama dan dominan pada material yang diikat secara semen. Terdapat dua bentuk utama keretakan: keretakan akibat hidrasi dan keretakan kelelahan penyusutan pengeringan. Kombinasi pengekangan lapisan dasar, penyusutan tinggi, dan kekuatan tarik pada material yang diikat dengan semen dapat menyebabkan terjadinya keretakan melintang dan\/atau blok yang berjarak lebar (umumnya 0,5\u20135,0 m). Keretakan penyusutan. Panduan Austroads untuk Teknologi Perkerasan Bagian 2 \u2013 Desain Struktural Perkerasan (AGPT02-24) menyatakan: Keretakan pada material yang disemen biasanya disebabkan oleh tegangan termal dan penyusutan yang dihasilkan dari hidrasi pengikat. Keretakan penyusutan pada material yang disemen cenderung tidak dapat dihindari. Retakan yang merambat ke permukaan perkerasan menyediakan jalur untuk infiltrasi kelembaban yang dapat menyebabkan pelepasan ikatan antarmuka lapisan di dalam perkerasan dan\/atau pelemahan lapisan granular dan lapisan dasar. Luas dan tingkat keparahan keretakan dipengaruhi oleh faktor-faktor seperti jenis dan kandungan pengikat, jenis material, kadar air awal, dan kondisi pengeringan dan pengawetan. Tantangan retak susut diringkas di bawah ini. Dalam buku Shrinkage Cracking Of Soils And Cementitiously-Stabilized Soils: Mechanisms And Modeling, Li mengeksplorasi masalah ini lebih lanjut. Kutipan di bawah ini: Abstrak Retak susut pada tanah atau tanah semen dapat menyebabkan infiltrasi atau rembesan air ke dalam material dan menyebabkan retak reflektif pada struktur di atasnya. Retak susut sangat membatasi penggunaan stabilisasi semen. 2.6.4 Retak Susut Risiko retak susut pada struktur tertentu terkait dengan banyak faktor, termasuk besarnya dan distribusi susut bebas, laju susut, tingkat relaksasi tegangan, tingkat pengekangan struktural, dan bagaimana kekuatan dan kekakuan material berkembang (Weiss dan Shah 2002). 2.7 KESIMPULAN TINJAUAN LITERATUR Berdasarkan tinjauan literatur, kesimpulan utama tercantum di bawah ini. Stabilisasi semen dapat secara substansial meningkatkan sifat-sifat rekayasa material tak terikat, seperti kekuatan, kekakuan, daya tahan, dan stabilitas, dll. Namun, hal ini memiliki masalah rekayasa tersendiri. Kerusakan utama yang terkait dengan penggunaan CSM (Cementitious Stabilization Material) dalam perkerasan jalan adalah retak kelelahan akibat beban dan retak susut. Banyak faktor yang memengaruhi sifat-sifat CSM, termasuk material induk, jenis pengikat, kandungan pengikat, kadar air, kondisi pengeringan, usia, dll. Penyusutan CSM dapat dipisahkan menjadi empat kategori: penyusutan autogenik, penyusutan pengeringan, penyusutan termal, dan penyusutan karbonasi. Penyusutan autogenik relatif kecil. Penyusutan suhu dapat dengan mudah ditambahkan dengan penyusutan pengeringan. Penyusutan karbonasi adalah reaksi jangka panjang. Penyusutan pengeringan mendominasi regangan penyusutan. Hal ini berhubungan langsung dengan kehilangan air dan disebabkan oleh hisapan matriks. Kehilangan air dari material berpori apa pun terutama bergantung pada luas permukaan, panjang jalur migrasi air, dan lingkungan pengeringan. Teori difusi air nonlinier harus digunakan untuk menggambarkan proses pengeringan CSM. Meskipun terdapat banyak penelitian tentang difusi kelembaban dalam beton, hanya sedikit penelitian yang berfokus pada CSM (Cosmic Steel Material). Koefisien penyusutan dapat digunakan untuk menyatakan perubahan regangan penyusutan sebagai fungsi perubahan kelembaban atau kelembaban relatif. Terdapat model yang dikembangkan untuk koefisien penyusutan beton. Namun untuk CSM, model tersebut belum mapan. Tegangan penyusutan disebabkan oleh pengekangan regangan penyusutan. Jika kondisi pengekangan diketahui, tegangan penyusutan dapat dihitung berdasarkan persamaan keseimbangan dan kompatibilitas. Namun, selama prosedur ini, perubahan kekakuan material akibat kehilangan kelembaban dan hidrasi semen harus dipertimbangkan. Penyusutan material yang distabilkan terkait dengan relaksasi. Relaksasi material yang distabilkan mengurangi tegangan penyusutan dan mengurangi terjadinya retak penyusutan. Kriteria retak penyusutan yang berbeda digunakan dalam literatur, seperti kriteria berdasarkan empiris, kekuatan tarik, mekanika fraktur, dan prinsip minimisasi energi. Model prediksi retak penyusutan belum cukup diverifikasi melalui pengujian untuk CSM; Retak susut \u2013 implikasinya Pada perkerasan beton, retak susut dapat diatasi melalui sambungan kontrol dan perkuatan. Hal ini tidak tepat untuk perkerasan lentur yang distabilkan dengan semen. Ini menghasilkan dilema: Model desain kesulitan memprediksi retak susut. Metode konvensional hanya dapat mengurangi atau memitigasi (bukan mencegah) retak. Meminimalkan kandungan pengikat semen menghasilkan material yang lebih lemah dan kurang bermanfaat. Perkerasan bebas retak Renolith Dilema retak susut sangat menghambat kegunaan stabilisasi semen pada perkerasan. Pendekatan konvensional untuk mengelola retak adalah dengan memberlakukan batasan pada desain. Beberapa jenis tanah tidak dianggap layak. Kandungan pengikat biasanya dibatasi pada kisaran yang terikat ringan untuk mengurangi keparahan retak susut, yang berarti batasan pada kinerja material dan bagaimana material tersebut digunakan dalam perkerasan. Selain itu, sulit untuk yakin bahwa perkerasan tersebut akan benar-benar mencapai masa pakai desain karena efek gabungan dari penyusutan pengeringan, lalu lintas, dan efek lingkungan. Ini<\/p>","protected":false},"author":3,"featured_media":2770,"comment_status":"closed","ping_status":"closed","sticky":false,"template":"","format":"standard","meta":{"content-type":"","_monsterinsights_skip_tracking":false,"_monsterinsights_sitenote_active":false,"_monsterinsights_sitenote_note":"","_monsterinsights_sitenote_category":0,"site-sidebar-layout":"default","site-content-layout":"","ast-site-content-layout":"default","site-content-style":"default","site-sidebar-style":"default","ast-global-header-display":"","ast-banner-title-visibility":"","ast-main-header-display":"","ast-hfb-above-header-display":"","ast-hfb-below-header-display":"","ast-hfb-mobile-header-display":"","site-post-title":"","ast-breadcrumbs-content":"","ast-featured-img":"","footer-sml-layout":"","ast-disable-related-posts":"","theme-transparent-header-meta":"","adv-header-id-meta":"","stick-header-meta":"","header-above-stick-meta":"","header-main-stick-meta":"","header-below-stick-meta":"","astra-migrate-meta-layouts":"set","ast-page-background-enabled":"default","ast-page-background-meta":{"desktop":{"background-color":"var(--ast-global-color-4)","background-image":"","background-repeat":"repeat","background-position":"center center","background-size":"auto","background-attachment":"scroll","background-type":"","background-media":"","overlay-type":"","overlay-color":"","overlay-opacity":"","overlay-gradient":""},"tablet":{"background-color":"","background-image":"","background-repeat":"repeat","background-position":"center center","background-size":"auto","background-attachment":"scroll","background-type":"","background-media":"","overlay-type":"","overlay-color":"","overlay-opacity":"","overlay-gradient":""},"mobile":{"background-color":"","background-image":"","background-repeat":"repeat","background-position":"center center","background-size":"auto","background-attachment":"scroll","background-type":"","background-media":"","overlay-type":"","overlay-color":"","overlay-opacity":"","overlay-gradient":""}},"ast-content-background-meta":{"desktop":{"background-color":"var(--ast-global-color-5)","background-image":"","background-repeat":"repeat","background-position":"center center","background-size":"auto","background-attachment":"scroll","background-type":"","background-media":"","overlay-type":"","overlay-color":"","overlay-opacity":"","overlay-gradient":""},"tablet":{"background-color":"var(--ast-global-color-5)","background-image":"","background-repeat":"repeat","background-position":"center center","background-size":"auto","background-attachment":"scroll","background-type":"","background-media":"","overlay-type":"","overlay-color":"","overlay-opacity":"","overlay-gradient":""},"mobile":{"background-color":"var(--ast-global-color-5)","background-image":"","background-repeat":"repeat","background-position":"center center","background-size":"auto","background-attachment":"scroll","background-type":"","background-media":"","overlay-type":"","overlay-color":"","overlay-opacity":"","overlay-gradient":""}},"footnotes":""},"categories":[10],"tags":[184,181,183,182],"class_list":["post-33689","post","type-post","status-publish","format-standard","has-post-thumbnail","hentry","category-news","tag-cementitious-staiblisation","tag-crack-free-roads","tag-fatigue-cracking","tag-shrinkage-cracking"],"acf":[],"_links":{"self":[{"href":"https:\/\/renolith.com.au\/id\/wp-json\/wp\/v2\/posts\/33689","targetHints":{"allow":["GET"]}}],"collection":[{"href":"https:\/\/renolith.com.au\/id\/wp-json\/wp\/v2\/posts"}],"about":[{"href":"https:\/\/renolith.com.au\/id\/wp-json\/wp\/v2\/types\/post"}],"author":[{"embeddable":true,"href":"https:\/\/renolith.com.au\/id\/wp-json\/wp\/v2\/users\/3"}],"replies":[{"embeddable":true,"href":"https:\/\/renolith.com.au\/id\/wp-json\/wp\/v2\/comments?post=33689"}],"version-history":[{"count":38,"href":"https:\/\/renolith.com.au\/id\/wp-json\/wp\/v2\/posts\/33689\/revisions"}],"predecessor-version":[{"id":33906,"href":"https:\/\/renolith.com.au\/id\/wp-json\/wp\/v2\/posts\/33689\/revisions\/33906"}],"wp:featuredmedia":[{"embeddable":true,"href":"https:\/\/renolith.com.au\/id\/wp-json\/wp\/v2\/media\/2770"}],"wp:attachment":[{"href":"https:\/\/renolith.com.au\/id\/wp-json\/wp\/v2\/media?parent=33689"}],"wp:term":[{"taxonomy":"category","embeddable":true,"href":"https:\/\/renolith.com.au\/id\/wp-json\/wp\/v2\/categories?post=33689"},{"taxonomy":"post_tag","embeddable":true,"href":"https:\/\/renolith.com.au\/id\/wp-json\/wp\/v2\/tags?post=33689"}],"curies":[{"name":"wp","href":"https:\/\/api.w.org\/{rel}","templated":true}]}}