Simulation and Analysis of the Failure for the Water Stop Curtain of Building Pit in Round Gravel Level

Dong Wang; Chun Lei Feng; Zi Chun Mao

doi:10.4028/www.scientific.net/AMM.723.326

Paper Titles

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Shear Failure Mechanism of Infilling Rock Joints and its PFC Simulation
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Shear Properties and Strength of Weak Intercalated Layers in Dam Foundation of Datengxia Power Station
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Simulation and Analysis of the Failure for the Water Stop Curtain of Building Pit in Round Gravel Level
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Stability of Gas Drainage Borehole Analysis on Rock Mechanics Parameters with Roadway of Complex Stress
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Study on the Strength of Different Door-Type Structure of Attached Type Lifting Scaffold
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HomeApplied Mechanics and MaterialsApplied Mechanics and Materials Vol. 723Simulation and Analysis of the Failure for the...

Simulation and Analysis of the Failure for the Water Stop Curtain of Building Pit in Round Gravel Level

Abstract:

The failure of the water stop curtain is a hot engineering problem which is usually seen in deep building pit constriction. In this paper, the SEEP/W module in Geo-Studio is adopted to simulate and analyze the failure of the water stop curtain and the geological condition in a certain project. The curtain defect existed in the round gravel level and its effect on the filtration is also studied. Finally, the strategies for controlling the quality of the water stop curtain are summarized.

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Periodical:

Applied Mechanics and Materials (Volume 723)

Pages:

326-329

DOI:

https://doi.org/10.4028/www.scientific.net/AMM.723.326

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Cite this paper

Online since:

January 2015

Authors:

Dong Wang*, Chun Lei Feng, Zi Chun Mao

Keywords:

Failure Simulation, Round Gravel Layer, Waterproof Curtain

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References

[1] Zhouxiang Ding, Xiaonan Gong, Jianlin Yu. The Finite Element Analysis for The Effect From Water Stop Curtain to The Foundation Pit[J] Rock and Soil Mechanics 26(supplement): 146-150.

Google Scholar

[2] Xinliang Jiang, Jinhui Zong. Three-dimensional Finite Element Analysis for The Seepage Field In The Excavation Engineering[J] Journal of Geotechnical Engineering 2006, 28(5)：564-568.

Google Scholar

[3] Guoping Wang, Ping Yan, Xiaonan Gong. Adopt Measures to Stop Water of Foundation Pit Seepage Field Research[J] Industrial Building, 2001, 31(4): 36-39.

Google Scholar