Paper Title:
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.

  Info
Periodical
Edited by
Xuejun Zhou
Pages
442-445
DOI
10.4028/www.scientific.net/AMM.90-93.442
Citation
J. J. Zhou, K. K. Xie, L. Chen, Z. P. Gong, "Parameters of Muzhuping Landslide in the Shuibuya Reservoir", Applied Mechanics and Materials, Vols. 90-93, pp. 442-445, 2011
Online since
September 2011
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