Study on Evaluation of High Slope Stability and Countermeasures Based on GEO-SLOPE

Nian Qin Wang; Qing Tao Wang; Qi Pang; Qian Xue

doi:10.4028/www.scientific.net/AMR.988.371

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HomeAdvanced Materials ResearchAdvanced Materials Research Vol. 988Study on Evaluation of High Slope Stability and...

Study on Evaluation of High Slope Stability and Countermeasures Based on GEO-SLOPE

Abstract:

Based on the theory of limit equilibrium, by the GEO-SLOPE software,analyzed the stability before and after reinforcement of a high Loess-bedrock slope. The results and conclusions show: (1)Analyzed and Optimized the high Loess-bedrock slope through SLOPE/W module, optimizing the engineering quantity of the anchor cable frame in the local and saving the investment; (2)When taken reinforcement measures, conducted the SLOPE/W model again, the stability coefficient is 1.459, the effect testified by projects is obvious; (3)Aiming at the optimization analysis, proposed countermeasures system, with reference for reinforcement of a high Loess-bedrock slope.

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Periodical:

Advanced Materials Research (Volume 988)

Pages:

371-376

DOI:

https://doi.org/10.4028/www.scientific.net/AMR.988.371

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Online since:

July 2014

Authors:

Nian Qin Wang, Qing Tao Wang*, Qi Pang, Qian Xue

Keywords:

Countermeasure, Evaluation of High Slope Stability, GEO-SLOPE, High Loess-Bedrock Slope

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* - Corresponding Author

References

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