Paper Title:
Stability Analysis of Rock Slope Based on Preferred Structural Plane
  Abstract

Aimed at stability of rock slope, the attitude of structural plane is statistically analyzed with a combined method of rose diagram and pole equidensite diagram, and the preferred structural planes which are dominant in stability of slope were further determined by a lot of factors such as the terrain and topographical features of slope, the lithologic characters and the development of structural plane. Besides, the stereographic projection method is applied to qualitative analysis for the stability of rock slope. The results show that preferred structural plane can effectively reveal the nature of rock slope stability and provide a dimensional discriminant approach for stability of rock mass slope.

  Info
Periodical
Advanced Materials Research (Volumes 243-249)
Edited by
Chaohe Chen, Yong Huang and Guangfan Li
Pages
2254-2258
DOI
10.4028/www.scientific.net/AMR.243-249.2254
Citation
W. Zhong, Z. Y. Tan, L. Qiao, "Stability Analysis of Rock Slope Based on Preferred Structural Plane", Advanced Materials Research, Vols. 243-249, pp. 2254-2258, 2011
Online since
May 2011
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Price
$32.00
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