Numerical Simulation on a Deep-Foundation Pit of Shenzhen Holiday Plaza Project

Yi Zheng

doi:10.4028/www.scientific.net/AMR.937.433

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HomeAdvanced Materials ResearchAdvanced Materials Research Vol. 937Numerical Simulation on a Deep-Foundation Pit of...

Numerical Simulation on a Deep-Foundation Pit of Shenzhen Holiday Plaza Project

Abstract:

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 FLAC^3D 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.

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Periodical:

Advanced Materials Research (Volume 937)

Pages:

433-437

DOI:

https://doi.org/10.4028/www.scientific.net/AMR.937.433

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Online since:

May 2014

Authors:

Yi Zheng

Keywords:

Composite Soil Nailing Wall, Deep Foundation Pit, Numerical Simulation, Prestressed Anchor Cable, Shenzhen Holiday Plaza Project

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References

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