The Stability Analysis on Reservoir Bank Slope of Granite Stained Subgrade
2011 ◽
Vol 250-253
◽
pp. 1711-1716
Keyword(s):
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.
2013 ◽
Vol 275-277
◽
pp. 1423-1426
2013 ◽
Vol 405-408
◽
pp. 576-579
2012 ◽
Vol 166-169
◽
pp. 2535-2538
Keyword(s):
2012 ◽
Vol 249-250
◽
pp. 1099-1102
Keyword(s):
2012 ◽
Vol 238
◽
pp. 252-255
◽
2011 ◽
Vol 250-253
◽
pp. 2622-2625
2013 ◽
Vol 634-638
◽
pp. 3701-3704
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2013 ◽
Vol 275-277
◽
pp. 1480-1483
2015 ◽
Vol 777
◽
pp. 106-111
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