摘要
通过两个大型土钉支护深基坑工程的现场实测，测得了土钉应力分布、坡顶水平位移及土钉极限抗拔力，并用土工有限元程序ＰＬＡＸＩＳ进行计算，实测结果与有限元计算结果能较好地吻合。
The paper presents the field measurement records of two large sites of soilnailing for excavation support, the stress distribution of soil nailing, lateral deflection at ground surface and limit pull-out resistance of soil nailing is measured Soil finite element program (PLAXIS) is used for calculation, the agreement between the measured and the calculated results is good
出处
《工业建筑》
CSCD
北大核心
1997年第11期14-17,9,共5页
Industrial Construction
关键词
土钉
支护
测试
有限元分析
深基坑工程
soil nailing excavation support measurement finite element analysis
