scholarly journals RIGID PLASTIC FEM ANALYSIS CONSIDERING INCLINED LOAD AND SIZE EFFECTS ON ULTIMATE BEARING CAPACITY OF SPREAD FOUNDATION ON SANDY SOILS

2016 ◽  
Vol 81 (728) ◽  
pp. 1665-1671
Author(s):  
Kazuhiro KANEDA ◽  
Masamichi AOKI ◽  
Satoru OHTSUKA
Keyword(s):  
Bearing Capacity ◽  
Size Effects ◽  
Sandy Soils ◽  
Fem Analysis ◽  
Ultimate Bearing Capacity ◽  
Rigid Plastic ◽  
Inclined Load

Ultimate bearing capacity of foundations on layered soils under inclined load

1978 ◽  
Vol 15 (4) ◽  
pp. 565-572 ◽  
Author(s):  
G. G. Meyerhof ◽  
A. M. Hanna
Keyword(s):  
Bearing Capacity ◽  
Ultimate Bearing Capacity ◽  
Model Tests ◽  
Clay Soils ◽  
Layered Soils ◽  
Inclined Load ◽  
Soft Layer ◽  
Soil Failure ◽  
Strip Footings

The ultimate bearing capacity of footings resting on subsoils consisting of two layers has been investigated for the cases of a dense or stiff layer overlying a weak deposit, and a loose or soft layer overlying a firm deposit. The analyses of different modes of soil failure are compared with the results of model tests on circular and strip footings on layered sand and clay soils.

scholarly journals Prediction of Ultimate Bearing Capacity of Surface Footings with Regard to Size Effects

1998 ◽  
Vol 38 (3) ◽  
pp. 165-178 ◽  
Author(s):  
Katsutoshi Ueno ◽  
Kinya Miura ◽  
Yoshito Maeda
Keyword(s):  
Bearing Capacity ◽  
Size Effects ◽  
Ultimate Bearing Capacity
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