Parameters of Muzhuping Landslide in the Shuibuya Reservoir

Abstract:

Landslide is common geological hazards to the hydropower reservoir. Reasonable parameters are the key to design and prevent the landslide. After geological exploration, a few laboratory tests (uniaxial compression test, unsaturated permeability test, unsaturated direct-shear test) were conducted for the sliding mass. In order to obtain reasonable strength parameters of sliding mass, basing on the experimental results, some researches (such as engineering analogy, parametric inversion) were performed by using limit equilibrium method. The mechanical parameters of the slope were proposed.

• Periodical: Applied Mechanics and Materials (Volumes 90-93)
• Pages: 442-445
• DOI: https://doi.org/10.4028/www.scientific.net/AMM.90-93.442
• Online since: September 2011
• Authors: Jian Jun Zhou, Ke Ke Xie, Lei Chen, Zhi Peng Gong
• Keywords: Back Analysis, Laboratory Test, Muzhuping Landslide, Parametric Study

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