journal6 ›› 2012, Vol. 33 ›› Issue (4): 125-128.DOI: 10.3969/j.issn.1007-2985.2012.04.028
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Abstract: Based on the actual engineering,and based on FLAC3D a software establish a three-dimensional model,by a change the distance from the overload to the pit supporting structure and the vaule of overload is changed,simulation and analys the influence by the overload with ground subsidence and double-row piles supporting migration,and obtained some conclusion.
Key words: overload, ground settlement, foundation pit, location
PENG Heng-Yi. Influencing of the Ground Overload on the Stability of the Foundation Pit[J]. journal6, 2012, 33(4): 125-128.
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URL: https://zkxb.jsu.edu.cn/EN/10.3969/j.issn.1007-2985.2012.04.028
https://zkxb.jsu.edu.cn/EN/Y2012/V33/I4/125