Simulating Effect of Anchor Cable Pre-Tension to Supporting Structure

Tao Wang; Ren Wang Liang

doi:10.4028/www.scientific.net/AMR.788.525

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HomeAdvanced Materials ResearchAdvanced Materials Research Vol. 788Simulating Effect of Anchor Cable Pre-Tension to...

Simulating Effect of Anchor Cable Pre-Tension to Supporting Structure

Abstract:

Since the pre-stressed anchor technology became to be used from the beginning of twentieth century, it is widely used with the advantages of its good applicability, high cost performance, good looking appearance and easy green. Pre-stressed anchor achieves the purpose of actively controlling foundation pit deformation by exerting pre-stress on steel strand of its free section. This thesis chooses deep foundation pit engineering, adopt Mohr-Coulomb ideal soil body by finite difference software FLAC3D, and select different anchor pre-tension values to simulate. It combines Lizheng software to do numerical simulation and analytic study on pile-anchor supporting structure. This thesis compares results coming from the two kinds of software, and analyze the impact on row piles' body bending moment, pile top deformation, anchor cable axial force and foundation pit deformation when pre-tension changes.

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Periodical:

Advanced Materials Research (Volume 788)

Pages:

525-529

DOI:

https://doi.org/10.4028/www.scientific.net/AMR.788.525

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Online since:

September 2013

Authors:

Tao Wang, Ren Wang Liang

Keywords:

Anchor Cable, FLAC^3D, Lizheng, Pre-Stress, Pre-Tension

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References

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