摘要
根据深基坑施工过程中变形破裂观察资料、位移监测资料以及土钉应变测试资料，对土钉支护的作用机制作了初步探讨。
Based on the information of deformation,fracturing and displacement of the walls of the deep pit, displacement and strain measurement of run into the soil,the article preliminarily makes an inquiring into the mechanism of soil doweling.
出处
《地质灾害与环境保护》
1997年第3期21-27,共7页
Journal of Geological Hazards and Environment Preservation
关键词
土钉支护
应变测试
位移监测
深基础
土钉墙
Soil doweling support Strain measurement Displacement measurement
