The Stability Analysis on Reservoir Bank Slope of Granite Stained Subgrade
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.
Guangfan Li, Yong Huang and Chaohe Chen
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