Problems and Countermeasures of Double Row Pile Support Structure of Deep Foundation Pit in Geotechnical Engineering

Yaqi Sun


With the development of geotechnical engineering, the double row pile support technology of deep foundation pit in geotechnical engineering has also been improved. However, at present, there are still problems, which affects the quality and safety of the whole geotechnical engineering, and requires measures to deal with them. This paper first describes the characteristics of double row pile support of deep foundation pit in geotechnical engineering, then analyzes the problems laying in it, and finally puts forward some countermeasures.


Geotechnical Engineering; Double Row Pile Support for Deep Foundation Pit; Issues and Responses

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Zhang Q. Analysis of problems existing in foundation pit support engineering in geotechnical engineering (in Chinese). Technology Wind 2014; (6): 146-147.

Chen M. Problems and countermeasures of geotechnical engineering deep foundation pit support (in Chinese). Urbanism and Architecture 2015; (3): 170. doi: 10.3969/j.issn.1674-3954.2014.24.095.

Zhao Z. Application of deep foundation pit support construction technology in civil foundation construction (in Chinese). Sichuan Cement 2017; (5): 217. doi: 10.3969/j.issn.1007-6344.2017.05.206

Zhong Y. On the supporting construction strategy of deep foundation pit in geotechnical engineering(in Chinese). Jiangxi Building Materials 2015; (15): 49.

Xu J. Optimization analysis of beam - column joint design of steel structure(in Chinese). Henan Building Materials 2019; (1): 20-21. doi: 10.3969/j.issn.1008-9772.2019.01.013.

Xu L, Ma L. Problems and countermeasures of deep foundation pit support in geotechnical engineering. Value Engineering 2018; 37(25): 212-213. doi: 10.14018/j.cnki.cn13-1085/n.2018.25.097.

Chai Z. Application of deep foundation pit support construction technology in civil foundation construction(in Chinese). Urbanism and Architecture 2015; (29): 96. doi: 10.3969/j.issn.1673-0232.2015.29.085.

DOI: http://dx.doi.org/10.18282/ice.v3i1.308


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