Paper Title:
Study on Landslide Early Warning of Mayanpo Slope at Xiangjiaba Hydropower Station
  Abstract

The paper has in-depth systematically studied stability and early warning of high engineering high slopes in depth, and established the early early-warning model of slope and the health diagnosis system. The results show that: ① displacement deformation increases with time and decreases with increasing depth. Changes of displacement can be divided into three stages: deformation rapidly increases in the early, and slowly increases in the medium term, and becomes gradually stable in the later; ② by through stability analysis of Mayanpo slope of Mayanpo slope ofby finite element strength reduction FEM, stability coefficient is 1.72; ③ Using using boundary displacement method and taking the equivalent plastic strain region through as a criterion for the early- warning analysis of slope landslide landslide, the paper presents establishes the early-warning monitoring system of slope based on double controlleding indicators of displacement deformation amount and safety factor.

  Info
Periodical
Edited by
Xuejun Zhou
Pages
328-331
DOI
10.4028/www.scientific.net/AMM.90-93.328
Citation
J. H. Sun, L. Jiang, W. S. Wang, "Study on Landslide Early Warning of Mayanpo Slope at Xiangjiaba Hydropower Station", Applied Mechanics and Materials, Vols. 90-93, pp. 328-331, 2011
Online since
September 2011
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$32.00
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