中国科学院机构知识库网格
Chinese Academy of Sciences Institutional Repositories Grid
Preliminary numerical analysis of the influence of pit-in-pit excavation on the stability of the foundation pit supported by diaphragm wall

文献类型:期刊论文

作者Shao,Yong1,2; Chen,Congxin2; Zheng,Yun2; Zhang,Yapeng1,2
刊名IOP Conference Series: Earth and Environmental Science
出版日期2020-10-01
卷号570期号:2
关键词diaphragm wall numerical analysis FLAC3D pit-in-pit excavation
ISSN号1755-1307
DOI10.1088/1755-1315/570/2/022052
英文摘要Abstract Pit-in-pit is common in foundation pit-engineering practice. Pit-in-pit excavation disturbs the stress field in the passive zone of the foundation pit, which induces the loss of soil resistance in the passive zone and adversely affects the safety of the foundation pit. Based on a real foundation pit supported by diaphragm wall in Hohhot, this study used the finite difference software FLAC3D to establish a finite difference model of the foundation pit. At different construction steps and excavation parameters, the horizontal displacements of the diaphragm wall, the vertical displacement of the soil around the foundation pit, and the plastic zone of the model were analyzed. It was found that the excavation of the inner pit intuitively impacted the deformation of the diaphragm wall, and the asymmetry of the position of the inner pit led to the whole pit’s deformation in a certain direction. Furthermore, we reported that the increase in excavation parameters h and l increased the subsidence of the soil closer to the inner pit. Moreover, excavation parameters, including L, h, and l, are proportional to the volume of the plastic area. This study provides reference value for designing foundation pits containing pit-in-pit.
语种英语
WOS记录号IOP:1755-1307-570-2-022052
出版者IOP Publishing
源URL[http://119.78.100.198/handle/2S6PX9GI/15580]  
专题中科院武汉岩土力学所
作者单位1.University of Chinese Academy of Sciences, Beijing, 100049, China
2.Institute of Rock and Soil Mechanics, Chinese Academy of Sciences, Wuhan, 430071, China
推荐引用方式
GB/T 7714
Shao,Yong,Chen,Congxin,Zheng,Yun,et al. Preliminary numerical analysis of the influence of pit-in-pit excavation on the stability of the foundation pit supported by diaphragm wall[J]. IOP Conference Series: Earth and Environmental Science,2020,570(2).
APA Shao,Yong,Chen,Congxin,Zheng,Yun,&Zhang,Yapeng.(2020).Preliminary numerical analysis of the influence of pit-in-pit excavation on the stability of the foundation pit supported by diaphragm wall.IOP Conference Series: Earth and Environmental Science,570(2).
MLA Shao,Yong,et al."Preliminary numerical analysis of the influence of pit-in-pit excavation on the stability of the foundation pit supported by diaphragm wall".IOP Conference Series: Earth and Environmental Science 570.2(2020).

入库方式: OAI收割

来源:武汉岩土力学研究所

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