期刊论文

中文

交通科学与工程

1674-599X

2002

18

1

40-44

10.3969/j.issn.1674-599X.2002.01.010

本校为第一机构

利用微单元体受力平衡分析,推导了无连接加筋土挡墙土压应力沿墙背非线性分布问题,计算比较了不同的填土参数、筋材长度、间距与强度等因素对土压力及其作用点的影响.

Based on the limit equilibrium method analysis of microunity,the nonlinear distribution of soil pressure in retaining wall without reinforcement soil is presented.The soils pressure and its action point are taken into account through various parameters such as soil type...