Slope Stability Analysis under the Condition of Seepage
2012 ◽
Vol 204-208
◽
pp. 241-245
Keyword(s):
The stability of soil slope under seepage is calculated and analyzed by using finite element method based on the technique of shear strength reduction. When the condition of seepage or not is considered respectively, the critical failure state of slopes and corresponding safety coefficients can be determined by the numerical analysis and calculation. Besides, through analyzing and comparing the calculation results, it shows that seepage has a negative impact on slope stability.
A modified shear strength reduction finite element method for soil slope under wetting-drying cycles
2016 ◽
Vol 11
(6)
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pp. 739-756
◽
Keyword(s):
2012 ◽
Vol 170-173
◽
pp. 847-852
Keyword(s):
2011 ◽
Vol 243-249
◽
pp. 3067-3071
Keyword(s):
2013 ◽
Vol 423-426
◽
pp. 1321-1324
◽
2009 ◽
pp. 546-551
◽
2013 ◽
pp. 943-944
◽
2014 ◽
Vol 919-921
◽
pp. 637-640
◽