The Soft Soil Foundation Consolidation Numerical Simulation Based on the Model of Modified Cam-Clay
2014 ◽
Vol 580-583
◽
pp. 3223-3226
◽
Keyword(s):
The clay layer finite element analysis model , which is established by using finite element program to simulate the embankment filling , takes the intercoupling between water and clay in drainage consolidation process into full account. The use of the effective stress principle consider the characteristics of clay such as nonlinerity , large deformation and so on ,carry out the plane strain finite element analysis on the clay and solve a series of engineering problems.
Keyword(s):
2017 ◽
Vol 24
(3)
◽
pp. 415-422
◽
2012 ◽
Vol 594-597
◽
pp. 2723-2726
1993 ◽
Vol 207
(2)
◽
pp. 145-153
◽
2011 ◽
Vol 250-253
◽
pp. 1050-1053
1992 ◽
Vol 206
(2)
◽
pp. 133-141
◽
Keyword(s):
2013 ◽
Vol 351-352
◽
pp. 264-269
◽
2021 ◽
Vol ahead-of-print
(ahead-of-print)
◽
2014 ◽
Vol 638-640
◽
pp. 115-119