Finite element analysis of reinforced soil retaining wall

Author(s):  
Q Wang ◽  
F Li ◽  
H Qian ◽  
H Qin ◽  
T Zhou
2016 ◽  
Vol 10 (6) ◽  
pp. 757-774 ◽  
Author(s):  
Ahad Ouria ◽  
Vahab Toufigh ◽  
Chandrakant Desai ◽  
Vahid Toufigh ◽  
Hamid Saadatmanesh

2012 ◽  
Vol 204-208 ◽  
pp. 410-413
Author(s):  
Shi Lun Feng ◽  
Jun Li ◽  
Pu Lin Li

The active earth pressure on rigid retaining wall is analyzed using the finite element software ABAQUS. The fill behind the wall is sand and the Mohr–Coulomb constitutive model was used to model the stress–strain behaviour of soils.The finite element analysis results were compared with the Rankine results. The maximum error of the results is about 10% and the finite element analysis result is bigger. So the result obtained from the finite element method could safely be used in actual projects.


1998 ◽  
Vol 22 (4-5) ◽  
pp. 331-349 ◽  
Author(s):  
K. Chandrashekhara ◽  
S. Joseph Antony ◽  
Debashish Mondal

Sign in / Sign up

Export Citation Format

Share Document