摘要
以较为严密的力学理论——有限元法对悬臂式挡土墙进行分析 ,寻求在工作荷载条件下的土压力分布情况 ,得到了一些初步成果 。
A more rigorous mechanic theory--Finite Element Analysis is emplayed to examine the main factors which influence the performance of the cantilever retaining wall,and to seek the actual distribution of the earth pressure at the applied load. Some elementary productions are obtained and a simplified method is provided.
出处
《华中科技大学学报（城市科学版）》
CAS
2003年第2期99-102,共4页
Journal of Huazhong University of Science and Technology
关键词
悬臂式挡土墙
有限元
土压力
非线性
弹性模型
荷载
cantilever retaining wall
finite element analysis
earth pressure
non linear flexibility model
