Donglin Wang
School of Civil Engineering, Anhui Jianzhu University, Anhui, 230601, Hefei, China
Jian Liang
School of Civil Engineering, Anhui Jianzhu University, Anhui, 230601, Hefei, China
Yusheng Jia
School of Civil Engineering, Anhui Jianzhu University, Anhui, 230601, Hefei, China
Xin Guo
School of Civil Engineering, Anhui Jianzhu University, Anhui, 230601, Hefei, China
ABSTRACT
According to the Hefei subway deep foundation pit engineering, this study expounds the pile-anchor supporting scheme of prestressed anchor cable layout optimization. Combined with the actual situation of engineering, numerical simulation was carryed out by using FLAC3D software. The four different layout of prestressed anchor cable is used for simulation analysis, Detailed to carry out the horizontal displacement of the pile and anchor axial force analysis, discuss the anchor cable layout optimization. Calculation results provide a reference for support scheme of similar large deep foundation pit.
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How to cite this article
Donglin Wang, Jian Liang, Yusheng Jia and Xin Guo, 2013. Optimization of Combined Pile-anchor Supporting Schemes for Deep Foundation
Pit. Information Technology Journal, 12: 3034-3037.
DOI: 10.3923/itj.2013.3034.3037
URL: https://scialert.net/abstract/?doi=itj.2013.3034.3037
DOI: 10.3923/itj.2013.3034.3037
URL: https://scialert.net/abstract/?doi=itj.2013.3034.3037
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