The Stability Analysis on Reservoir Bank Slope of Granite Stained Subgrade

Abstract:

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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 and 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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Price:

$35.00

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