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机译:使用聚丙烯酰胺基稳定剂的路面基础材料的弹性响应特性
Dept. of Civil and Construction Engineering, Faculty of Science, Engineering and Technology, Swinburne Univ. of Technology, Hawthorn, VIC 3122, Australi;
Lecturer, Univ. of Kirkuk, Kirkuk 36001, Iraq;
Dept. of Civil and Construction Engineering, Faculty of Science, Engineering and Technology, Swinburne Univ. of Technology, Hawthorn, VIC 3122, Australia;
Dept. of Civil and Construction Engineering, Faculty of Science, Engineering and Technology, Swinburne Univ. of Technology, Hawthorn, VIC 3122, Australia;
Dept. of Civil and Construction Engineering, Faculty of Science, Engineering and Technology, Swinburne Univ. of Technology, Hawthorn, VIC 3122, Australia;
Polyacrylamide (PAM)-treated materials; Subbase; Unconfined compressive strength; Elastic stiffness modulus;
机译:重复载荷下聚合物处理路面基础材料的弹性模态响应
机译:高速公路路面软粘土土壤复合稳定剂材料的特征性能
机译:路面基层应用中再生建筑和拆除材料的弹性模量响应
机译:路面基础材料对刚性路面响应的影响
机译:扩展基于弹性模量材料特征的基于应力的有限元模型,以开发一种理论上的框架,用于对粘性路基上的柔性路面进行真实的响应建模。
机译:各向异性对低交通路面粒状材料回弹性能的影响
机译:压实方法对不饱和粒状路面材料回弹响应的影响
机译:长期路面性能。方案p07:使用间接拉伸试验装置测定沥青材料的蠕变柔量,弹性模量和强度的试验方法。版本1.1