scholarly journals Numerical analysis of saturated soil by EFGM

1999 ◽  
Vol 2 ◽  
pp. 295-302
Author(s):  
Hiroshi KAWABATA ◽  
Akira MURAKAMI ◽  
Shigeyasu AOYAMA
Keyword(s):  
Numerical Analysis ◽  
Saturated Soil

scholarly journals Vertical Impedance of Rigid Shallow Foundation on Layered Water-Saturated Soil

2019 ◽  
pp. 165-167
Author(s):  
Oleksandr Trofymchuk ◽  
Oleh Savytskyi
Keyword(s):  
Numerical Analysis ◽  
Oscillation Frequency ◽  
Saturated Soil ◽  
Shallow Foundation ◽  
Mechanical Parameters ◽  
Lower Edge ◽  
Rigid Plate ◽  
Water Saturated ◽  
Impedance Functions ◽  
Biot’S Model

Methods have been developed for numerical analysis the vertical oscillations of rigid plate with a liquidimpermeable sole rested on the layer (Biot’s model) with a rigidly restrained lower edge. The plate sole is liquid-impermeable. The analysis of the impedance functions depending on the oscillation frequency, the geometry of the system and the mechanical parameters of the soil model is carried out.

scholarly journals Numerical Analysis of Saturated Soil via Finite Strain EFGM Strategy

2004 ◽  
Vol 70 (691) ◽  
pp. 442-448 ◽  
Author(s):  
Shin'chi ARIMOTO ◽  
Akira MURAKAMI ◽  
Tatsuya SETSUYASU ◽  
Tatsuro NISHIYAMA
Keyword(s):  
Numerical Analysis ◽  
Finite Strain ◽  
Saturated Soil

scholarly journals Numerical analysis of suction influence on the behaviour of unsaturated elasto-plastic soil medium

2018 ◽  
Vol 174 ◽  
pp. 03004
Author(s):  
Paweł Fedczuk
Keyword(s):  
Numerical Analysis ◽  
Unsaturated Soil ◽  
Triaxial Test ◽  
Numerical Procedure ◽  
Stress Path ◽  
Saturated Soil ◽  
Soil Medium ◽  
Plastic Model ◽  
Partially Saturated ◽  
Partially Saturated Soil

The paper presents a concept of numerical analysis of suction influence on behaviour of partially saturated soil medium. Behaviour of soil is described by elasto-plastic model of unsaturated soil [1]. A numerical procedure of stress path simulation in the triaxial test [2] is used for the analysis of one non-standard shear path (for 3 suction levels).

Sign in / Sign up

Export Citation Format

Share Document