THE INFLUENCE OF TENSILE STRENGTH OF SOILS ON THE BEARING CAPACITY ANALYSIS BY RIGID PLASTIC FINITE ELEMENT METHOD

2020 ◽  
Vol 76 (2) ◽  
pp. I_225-I_236
Author(s):  
Yuki YAMAKURI ◽  
Shun-ichi KOBAYASHI ◽  
Jun SAITO
Keyword(s):  
Finite Element Method ◽  
Finite Element ◽  
Tensile Strength ◽  
Bearing Capacity ◽  
Capacity Analysis ◽  
Rigid Plastic ◽  
Element Method

scholarly journals BEARING CAPACITY ANALYSIS OF EMBEDDED FOUNDATION BY RIGID PLASTIC FINITE ELEMENT METHOD

2013 ◽  
Vol 19 (43) ◽  
pp. 875-880
Author(s):  
Kazuhiro KANEDA ◽  
Tomohiro TANIKAWA ◽  
Junji HAMADA ◽  
Satoru OHTSUKA ◽  
Masamichi AOKI
Keyword(s):  
Finite Element Method ◽  
Finite Element ◽  
Bearing Capacity ◽  
Capacity Analysis ◽  
Rigid Plastic ◽  
Embedded Foundation ◽  
Element Method

Rigid–plastic limit analysis of discontinuous media by a finite element method

1989 ◽  
Vol 26 (3) ◽  
pp. 369-374 ◽  
Author(s):  
T. Tamura ◽  
R. Y. S. Pak
Keyword(s):  
Finite Element Method ◽  
Finite Element ◽  
Bearing Capacity ◽  
Limit Analysis ◽  
Constitutive Law ◽  
Rigid Plastic ◽  
Element Analysis ◽  
Plastic Limit Analysis ◽  
Surface Foundation ◽  
Element Method

This paper describes the formulation of a finite element method by which a limit analysis of a rigid–plastic medium with discontinuities can be performed. The Drucker–Prager criterion is adopted to describe the yielding of the medium, while the Mohr–Coulomb law is used to model the interface of the discontinuous velocity fields. Both associated and nonassociated flow rules are considered in the constitutive characterization. Results are presented to illustrate the influence of discontinuities on the bearing capacity of a surface foundation. Key words: bearing capacity, constitutive law, dilatancy, discontinuity, limit, plasticity, finite element analysis.

scholarly journals ANALYSIS OF ULTIMATE BEARING CAPACITY OF FOOTING OF TWO LAYERED CLAYEY SOIL SYSTEM BY RIGID PLASTIC FINITE ELEMENT METHOD

2013 ◽  
Vol 19 (43) ◽  
pp. 881-885
Author(s):  
Kazuhiro KANEDA ◽  
Tomohiro TANIKAWA ◽  
Junji HAMADA ◽  
Satoru OHTSUKA ◽  
Masamichi AOKI
Keyword(s):  
Finite Element Method ◽  
Finite Element ◽  
Bearing Capacity ◽  
Clayey Soil ◽  
Ultimate Bearing Capacity ◽  
Rigid Plastic ◽  
Soil System ◽  
Element Method
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