Problems and Countermeasures of Double Row Pile Support Structure of Deep Foundation Pit in Geotechnical Engineering
Abstract
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.
References
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.
Copyright (c) 2020 Yaqi Sun
This work is licensed under a Creative Commons Attribution-NonCommercial 4.0 International License.
Authors contributing to the journal agree to publish their articles under the Creative Commons Attribution-Noncommercial 4.0 International License, allowing third parties to share their work (copy, distribute, transmit) and to adapt it, under the condition that the authors are given credit, that the work is not used for commercial purposes, and that in the event of reuse or distribution, the terms of this license are made clear.