A Slope Stability Analysis Method Based on Unsaturated Seepage of Slope and its Comparison with Geo-Seep Software
2014 ◽
Vol 540
◽
pp. 177-180
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Keyword(s):
Based on the FEM analysis of unsaturated slope seepage and strength of unsaturated soil, and adopted the assumption of rigid body limit equilibrium to calculate safe coefficient of landslides, a new slope stability analysis method is promoted and the calculation program called USSP is composed and verified. The method could consider the impact of rainfall and water change to slope stability. Compared with GeoSlope package, it is more practical in rainfall or variation of ground water level condition.
2013 ◽
Vol 275-277
◽
pp. 1423-1426
2013 ◽
Vol 2013
◽
pp. 1-5
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Keyword(s):
1978 ◽
Vol 104
(9)
◽
pp. 1206-1206
Keyword(s):
2021 ◽
Vol 18
(1)
◽
pp. 55-64
Keyword(s):