Stability Analysis of Deep Foundation Pit in Fault Zone

Zhang Qinxi; Liu Hang; Shi Chaodong

doi:10.3969/j.issn.1007-2993.2016.04.011

Volume 30 Issue 4

Jul. 2021

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Zhang Qinxi, Liu Hang, Shi Chaodong. Stability Analysis of Deep Foundation Pit in Fault Zone[J]. GEOTECHNICAL ENGINEERING TECHNIQUE, 2016, 30(4): 207-211,217. doi: 10.3969/j.issn.1007-2993.2016.04.011

Citation:

Zhang Qinxi, Liu Hang, Shi Chaodong. Stability Analysis of Deep Foundation Pit in Fault Zone[J]. GEOTECHNICAL ENGINEERING TECHNIQUE, 2016, 30(4): 207-211,217. doi: 10.3969/j.issn.1007-2993.2016.04.011

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Stability Analysis of Deep Foundation Pit in Fault Zone

doi: 10.3969/j.issn.1007-2993.2016.04.011

Beijing University of Technology, Institute of Civil Engineering and Architecture, Beijing 100124, China

Received Date: 2016-05-03

Abstract

Abstract

The design and excavation scheme of deep foundation pit should be considered seriously, in complicated engineering 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.
- deep foundation pit,
- fault zone,
- stability