摘要
使用理正软件和有限元软件ABAQUS对采动区悬臂式挡土墙进行设计并研究分析,得出以下结论:在采动区,当地表差异沉降量达到5 m时,地基不能满足承载力的要求,采用深层搅拌桩对其进行加固处理后承载力满足要求。
Researches on the design of cantilever type retaining wall with the software of Lizheng and ABAQUS,and get the conclusions as below： when the differential settlement is up to 5 m in subsidence area,the foundation can not meet the requirement of bearing capacity,then deep mixing piles should be applied to reinforce the foundation then it can meet the requirement after checking calculation.
出处
《山西建筑》
2009年第34期295-297,共3页
Shanxi Architecture
关键词
悬臂式挡土墙
地基承载力
深层搅拌桩
cantilever type retaining wall
bearing capacity of ground
deep mixing pile
