Analysis on Foundation Pit Excavation and Soil-Nail Wall Supporting Technology by FLAC

Article Preview

Abstract:

2D-FLAC was applied to analyze the excavation process and the state of reinforcement structure, the stress statethe displacements Contour Graphthe displacement vector mapthe final settlement and the stress condition of the reinforcement structure were concluded through numerical simulation in the different conditions which the foundation pit was supported and not supported. The calculating results showed that the design of pit supporting structure was reasonable.

You might also be interested in these eBooks

Info:

Periodical:

Pages:

61-66

Citation:

Online since:

January 2014

Export:

Price:

Permissions CCC:

Permissions PLS:

Сopyright:

© 2014 Trans Tech Publications Ltd. All Rights Reserved

Share:

Citation:

[1] HUANG Xianming, HUANG Jiusong, WANG Zuomin. Soil nailing design and construction of the manual[S]. Beijing: China Architecture & Building Press, (2003).

Google Scholar

[2] FENG Yong, LI Ping, JIANG Chunyan. Application of FLAC3D in Numerical Simulation Analysis for Deep Foundation Pit Excavation[J]. Journal of Water Resources and Architectural Engineering, 2013, 11(4): 18-19.

Google Scholar

[3] ZHANG Rui, SONG Chuanzhong, MA Huanyuan.   Simulation calculations and analysis by FLAC on excavation and support [J]. Geology of Anhui, 2007, 17(1): 54-58.

Google Scholar

[4] HU Qizhi, HE Shixiu, YANG Xueqiang. The basement uplift estimate of foundation pit[J]. Soil Eng. and Foundation, 2001, 15(2): 29-31.

Google Scholar

[5] ZHANG Xin, LIAO Xinbei, SUN Yunlun. Foundation pits excavation and its soil-nailing support with the FLAC[J]. Underground Space, 2001, 21(1): 1-6.

Google Scholar