Paper Title:
The Stability Analysis on Reservoir Bank Slope of Granite Stained Subgrade
  Abstract

The limit equilibrium method for rigid body is used to analyze the stability of subgrade reservoir bank slope of granite stained. The sliding of subgrade reservoir bank slope reinforced by dynamic compaction along the interface will not be happened. In the most unfavorable conditions , the sliding surface will be formed inside the stained subgrade, which threatened to the safety operation of the expressway.

  Info
Periodical
Advanced Materials Research (Volumes 250-253)
Edited by
Guangfan Li, Yong Huang and Chaohe Chen
Pages
1711-1716
DOI
10.4028/www.scientific.net/AMR.250-253.1711
Citation
L. C. Wang, P. G. Zhou, "The Stability Analysis on Reservoir Bank Slope of Granite Stained Subgrade", Advanced Materials Research, Vols. 250-253, pp. 1711-1716, 2011
Online since
May 2011
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$32.00
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