PROBABILISTIC ANALYSIS OF BEARING CAPACITY OF SHALLOW FOUNDATIONS USING THREE-DIMENSIONAL LIMIT ANALYSES
2014 ◽
Vol 11
(02)
◽
pp. 1342008
◽
Keyword(s):
Strip shallow foundations on random heterogeneous soil responding in undrained conditions are analyzed using three-dimensional upper limit analysis and Latin Hypercube sampling. The results obtained considering the three-dimensional variability of soil are compared with results using plane models, showing significant differences in terms of both mean and standard deviation of bearing capacity. An averaged two-dimensional model fitted to a small set of three-dimensional samples is shown to yield accurate predictions of the bearing capacity distribution.
2019 ◽
Vol 56
(5)
◽
pp. 746-752
◽
2021 ◽
pp. 095441002098456
Keyword(s):
Keyword(s):
2004 ◽
Vol 109
(C1)
◽
Keyword(s):
Keyword(s):
2004 ◽
pp. 3224-3230
Keyword(s):
1995 ◽
Vol 100
(D6)
◽
pp. 11641
◽