摘要
本文从加筋作用机理的角度，推导了加筋土强度参数的表达式，并提出了判断加筋土破坏形态的方法，最后以三轴试验成果与理论分析进行了对比，二者吻合较好。
This paper formulates the strength parameters of reinforced soil from the point of view of reinforcing mechanism presents hte method for judging it's failure model, gives the comparison of theoretical analyses with the results of triaxial tests, showing good fitness.
出处
《工程力学》
EI
CSCD
1994年第1期60-69,共10页
Engineering Mechanics
关键词
强度模型
结构力学
加筋土结构
strength model, reinforcing mechanism, tensile failure, adhesion failure
