Technical analysis on deep foundation pit supporting in architectural engineering construction

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Jia Peng Tang, Li Guo Zhu, Shao Hui Yan, Zhong Chao Qi, Ting Hai Yan

摘要


In recent years, the construction industry shows a rapid development in China. The amount of high-rise buildings continually increases, and in the meanwhile, the technical requirements of construction gradually increase, especially in deep foundation pit support
construction technology. At present, there exist a large number of high-rise buildings in China. The working face of foundation engineering is becoming smaller and smaller, while the foundation pit is getting deeper and deeper. In order to ensure the quality of construction projects, the deep foundation pit support construction technology should be continuously improved. This paper analyzes the current status of deep foundation pit support construction, and the past studies and researches about the supporting technology of deep foundation pit. The conclusion of this paper is expected to provide some help for the construction enterprises.


关键词


architectural engineering; construction; deep foundation pit; support techniques

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参考


Tan Y H, 2015, Analysis on technical key points of deep foundation pit support construction of architectural project. Sichuan Cement, vol.(10):274.

Liu Hui, 2015, Technical analysis on deep foundation pit support construction of architectural project. Industry, vol.(43):15-16.

Wang Y Nan, 2016, Technical analysis on deep foundation pit support construction of architectural project. Engineering Technology, vol.(7).

Zhou N Q, Pieter A V, Vermeer, et al. 2010, Numerical simulation of deep foundation pit dewatering and optimization of controlling land subsidence. Engineering Geology, vol.114(3-4):251-260.

http://doi.org/10.1016/j.enggeo.2010.05.002

Luo Z J, Zhang Y Y and Wu Y X, 2008, Finite element numerical simulation of Three-Dimensional Seepage control for deep foundation pit dewatering. Journal of Hydrodynamics,

vol.20(4):596-602.

http://doi.org/10.1016/S1001-6058(08)60100-6




DOI: http://dx.doi.org/10.26789/JWC.2018.01.005

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