摘要
分析了基坑开挖过程中被动区土体的力学性状，提出了围护结构设计中的一种计算模型，并对该模型中的被动抗力进行了分析，最后通过一工程实测结果，对该模型中的被动抗力分布加以验证。
In this paper the soil mechanical properties in passive zone during the pit excavation is analysed, a model for braced structure design is presented, and also, the passive resisting force exerting on this model from both theory and site monitoring result is studied.
出处
《山东建筑工程学院学报》
1999年第3期1-5,共5页
Journal of Shandong Institute of Architecture and Engineering
