摘要
在工程地质条件及周边环境复杂的情况下,对深基坑支护的设计及开挖方案应考虑周全,否则会对基坑的支护甚至整个建筑物的施工造成很大的影响。结合断裂带上深基坑支护的工程实践,对该深基坑支护工程的地质条件、滑坡诱发因素、滑坡形成与发展过程等进行系统地研究,结合监测资料,揭示影响此类基坑的稳定性因素。
The design and excavation scheme of deep foundation pit should be considered seriously, in complicated engi- neering geological conditions and the surrounding environment, otherwise it will cause a great impact on the foundation pit support and even the whole building. The geological conditions, landslide inducing factors, and the process of formation and development of the landslide was studied thoroughly in this paper. The factors affecting the stability of the foundation pit was revealed, combined with monitoring date .
作者
张钦喜
刘航
史超栋
Zhang Qinxi Liu Hang Shi Chaodong(Beijing University of Technology, Institute of Civil Engineering and Architecture, Beijing 100124, China)
出处
《岩土工程技术》
2016年第4期207-211,F0003,共6页
Geotechnical Engineering Technique
关键词
深基坑
断裂带
稳定性
deep foundation pit
fault zone
stability
