Numerical Modeling and Feedback Analysis of Failure and Deformation of Soldier Pile Walls in Two Adjacent Deep Pits

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Abstract:

The supporting measure and stability analysis of adjacent deep pits are problems worth to be noted. This paper discusses the feasibility of using the soldier pile wall as the supporting measure for two adjacent deep pits. Use is made of the finite deferential model to simulate the two pits. The authors analyze the failure state and deformation characteristic of the surrounding soil mass and soldier piles, the failure zone of the surrounding soil is sporadically distributed and the lateral displacement calculation results of the soldier piles are found to be very tiny and in excellent agreement with the monitor ones, which indicates that the pits are stable and the selected supporting measure is effective and applicable.

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1272-1276

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May 2012

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© 2012 Trans Tech Publications Ltd. All Rights Reserved

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[1] Hanting Ruan, Jianhao Zhao, Weida Huang, Lu Liu: Design and analysis of concurrent excavation of adjacent deep foundation pits (In Chinese). Vol.32;Supp.1;July 2010.

Google Scholar

[2] Linhai Wan, Yuchi Yin, Zhimin Liu: Study on stability of deep foundation pit by FLAC3d modeling (In Chinese). Water science and engineering technology. 1672-9900 (2005);01-0042-03.

Google Scholar

[3] S.H. Honga,*, F.H. Leeb, K.Y. Yongc: Three-dimensional pile-soil interaction in soldier-piled excavations. Computers and Geotechnics 30 (2003);81–107.

DOI: 10.1016/s0266-352x(02)00028-9

Google Scholar

[4] Pieter A. Vermeer*, Ankana Punlor, Nico Ruse: Arching effects behind a soldier pile wall. Computers and Geotechnics 28 (2001);379–396.

DOI: 10.1016/s0266-352x(01)00010-6

Google Scholar