摘要
本文主要针对沥青混合料的强度形成机理进行了分析性研究。根据沥青混合料的强度构成特性，应用Ｍｏｈｒ－Ｃｏｕｌｏｍｂ理论，我们引进了２个强度参数，即粘聚力ｃ和内摩阻角。并在以往的实验结果的基础上，经过分析计算，我们讨论了沥青混合料的强度构成ｃ－值及其影响因素，从而得到了一些十分有价值的结论。
This paper deals with an analytic study of the mechanism producing the resistance of bituminous mixtures. By an analysis of resistance characteristics of the materials and according to the theory of Mohr-Coulomb,two intrinsic parameters have been introduced:cohesionc and angle of internal friction.On the basis of the experimental results of anterior studies,the c- values of materials and influence variables have been 'discussed through an analysis and a calculation.Some very important conclusions have been obtained.
关键词
沥青混合料
强度
弹粘塑性
路面
bituminous mixtures,resistance characteristics,theory of Mohr-Coulomb,elasto-visco-plasticity
