Numerical Simulation Program of the Foundation Pit

Abstract:

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In this paper, a deep foundation pit of one subway station is analyzed under two different precipitation conditions, and the deformation laws of the pit under one-time precipitation and step-by-step precipitation conditions are investigated. The results indicate that the deformations caused by one-time precipitation are significantly larger than the deformations caused by step-by-step precipitation. Therefore, a step-by-step precipitation scheme is preferred in order to reduce the deformation cause by foundation excavation, when construction period permits.

Info:

Periodical:

Advanced Materials Research (Volumes 588-589)

Edited by:

Lawrence Lim

Pages:

1304-1307

Citation:

Q. N. Yang et al., "Numerical Simulation Program of the Foundation Pit", Advanced Materials Research, Vols. 588-589, pp. 1304-1307, 2012

Online since:

November 2012

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Price:

$38.00

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