Numerical Simulation on a Deep-Foundation Pit of Shenzhen Holiday Plaza Project
Keyword(s):
Based on test data of the prestressed anchor cable composite soil nailing wall deformation and internal force of structure of Shenzhen Holiday Plaza foundation pit, the numerical simulation model of foundation pit is established by FLAC3D software. Through the reasonable selection of soil constitutive model and structural unit, the numerical simulation model is consistent with the project practice. The simulation results on horizontal displacement of foundation pit, the internal force of the structure, the surface layer stress and damaged form are reasonable. This does not only provide a strong basis for the optimum design of the foundation pit, but also provide a scientific guidance for engineering application.
2012 ◽
Vol 446-449
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pp. 1797-1803
2011 ◽
Vol 243-249
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pp. 2338-2344
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2011 ◽
Vol 243-249
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pp. 546-551
2013 ◽
Vol 718-720
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pp. 1938-1944
2010 ◽
Vol 114
(3-4)
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pp. 251-260
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Keyword(s):
2012 ◽
Vol 174-177
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pp. 2020-2023
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Keyword(s):
2014 ◽
Vol 484-485
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pp. 404-407
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