Relaxation Laws of Anchor on Pressure Dispersive Retaining Wall

Jian Qing Wu; Ying Yong Li; Hong Bo Zhang; Xiu Guang Song; Qing Yu Meng; Si Feng Zhang

doi:10.4028/www.scientific.net/AMM.672-674.1863

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HomeApplied Mechanics and MaterialsApplied Mechanics and Materials Vols. 672-674Relaxation Laws of Anchor on Pressure Dispersive...

Relaxation Laws of Anchor on Pressure Dispersive Retaining Wall

Abstract:

In order to study anchor relaxation of pressure dispersive retaining wall, the numerical simulation model was designed to simulate the retaining wall with single anchor plate. The results showed that the pressure dispersive retaining wall had good overall stability. Anchor Relaxtion had two sudden changes. As a result, the lateral soil pressure near the anchor had been released and the displacement Significantly increased.

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Periodical:

Applied Mechanics and Materials (Volumes 672-674)

Pages:

1863-1867

DOI:

https://doi.org/10.4028/www.scientific.net/AMM.672-674.1863

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Online since:

October 2014

Authors:

Jian Qing Wu, Ying Yong Li, Hong Bo Zhang, Xiu Guang Song, Qing Yu Meng*, Si Feng Zhang

Keywords:

Anchor Relaxation, Pressure Dispersive, Retaining Wall

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* - Corresponding Author

References

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