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Numerical Modeling and Feedback Analysis of Failure and Deformation of Soldier Pile Walls in Two Adjacent Deep Pits
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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Pages:
1272-1276
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Online since:
May 2012
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© 2012 Trans Tech Publications Ltd. All Rights Reserved
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