摘要
本文依据加筋机理,分析了粘性加筋土的工作原理和工作条件,并根据 Mohr-Coulomb 屈服准则,分别导出了加筋土在拉力破坏与粘着破坏条件下的强度参数表达式。理论结论得到了试验验证,两者吻合得较好。
According to reinforcing function,this paper analyses the workingprinciple and working condition of reinforced clay.And according to theyield criterion of Mohr-Coulomb,this paper presents the formula for thestrength parameter both in tensile failure conditon and in adhesion failurecondition.The results of theoretical analysts and tests are in goodagreement.
出处
《兰州铁道学院学报》
1992年第2期49-59,共11页
Journal of Lanzhou Railway University
关键词
加筋机理
拉力
粘性
强度
加筋土
reinforcing function
yield criterion
tensile failure
adhesion failure
strength parameter
