School of Transportation Science and Engineering, Harbin Institute of Technology, P.O. Box 150090, Harbin, P.R. China;
School of Transportation Science and Engineering, Harbin Institute of Technology, P.O. Box 150090, Harbin, P.R. China;
School of Transportation Science and Engineering, Harbin Institute of Technology, P.O. Box 150090, Harbin, P.R. China;
School of Transportation Science and Engineering, Harbin Institute of Technology, P.O. Box 150090, Harbin, P.R. China;
School of Transportation Science and Engineering, Harbin Institute of Technology, P.O. Box 150090, Harbin, P.R. China;
School of Transportation Science and Engineering, Harbin Institute of Technology, P.O. Box 150090, Harbin, P.R. China;
School of Transportation Science and Engineering, Harbin Institute of Technology, P.O. Box 150090, Harbin, P.R. China;
cement asphalt mastic; master curve; dynamic mechanics; CAM model; working performance; microstructure;
机译:沥青粘合剂/沥青胶粘剂咀嚼性能与沥青混合体动态模量的相关分析
机译:建立沥青胶泥和碎橡胶改性粘结剂的数字微结构的微力学模型
机译:矿物填料类型和粒度对沥青填充胶泥和石胶泥沥青实验室测量性能的影响
机译:水泥沥青咀嚼动力学机械性能和微观结构研究
机译:使用微机械模型研究含再生沥青路面的沥青混凝土的胶合层结构。
机译:水泥和乳化沥青对胶泥和100%冷再生沥青混合料性能的影响
机译:基于形态学代表模式方法的沥青胶粘剂粘弹性的微机械预测模型
机译:确定温拌沥青(Wma) - 再生沥青路面(Rap)混合料在机场柔性路面高应力下的温暖沥青性能的粘弹性力及其对设计寿命的影响。总结报告