Research on Stability Calculation Methods for Grillage Supporting Structure with Pre-Stressed Anchor

Xiang Ling Zhou

doi:10.4028/www.scientific.net/AMM.686.666

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HomeApplied Mechanics and MaterialsApplied Mechanics and Materials Vol. 686Research on Stability Calculation Methods for...

Research on Stability Calculation Methods for Grillage Supporting Structure with Pre-Stressed Anchor

Abstract:

Aiming at prestressed anchor cable frame in the presence of reinforcement landslide problem, through the selection of test points, the paper study and tested soil pressure, frame internal force and prestress losses under prestressed anchor cable frame beam, reveal the law of internal force distribution, and provides a theory basis for the rational design of prestressed anchor cable in landslide..

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Periodical:

Applied Mechanics and Materials (Volume 686)

Pages:

666-670

DOI:

https://doi.org/10.4028/www.scientific.net/AMM.686.666

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Online since:

October 2014

Authors:

Xiang Ling Zhou*

Keywords:

Frame Anchor, Landslide Reinforcement, Lateral Pressure Coefficient, Reliability

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* - Corresponding Author

References

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[3] Yang Ming, Hu Houtian, Lu J. C, et al. Calculation of internal forces of prestressed anchor cable frame reinforced soil slope[J]. Chinese Journal of rock mechanics and engineering, 2002, 21 (9): 1383 -1386.

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[4] Zhou Yongjiang, He Siming, Yang Xuelian. Study on the mechanism of prestressed anchor cable prestress loss[J]. Rock and soil mechanics, 2006, 27 (8), 1353 -1356.

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