Unified Solution of Passive Earth Pressure for Unsaturated Soils
2012 ◽
Vol 594-597
◽
pp. 430-433
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Keyword(s):
With two different distributions of matric suction, the unified solution of passive earth pressure for unsaturated soils is obtained, which is based on the unified shear strength for unsaturated soils in terms of two independent state stress variables and could avoid some shortages of Rankine's passive earth pressure. The influence of intermediate principal stress and matric suction on passive earth pressure is discussed. The results show that the passive earth pressure increases significantly with the unified strength theory parameter or matric suction increasing, and does not change more rapidly when matric suction decreases linearly with depths than that is constant.
2010 ◽
Vol 168-170
◽
pp. 1370-1376
Keyword(s):
2012 ◽
Vol 170-173
◽
pp. 755-761
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2013 ◽
Vol 438-439
◽
pp. 824-828
Keyword(s):
Keyword(s):
2013 ◽
Vol 353-356
◽
pp. 1005-1010
2014 ◽
Vol 51
(12)
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pp. 1384-1398
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