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A platform for research: civil engineering, architecture and urbanism
Numerical Evaluation of the Active Earth Pressure Acting on Rigid Retaining Walls
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.
Numerical Evaluation of the Active Earth Pressure Acting on Rigid Retaining Walls
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.
Numerical Evaluation of the Active Earth Pressure Acting on Rigid Retaining Walls
Feng, Shi-Lun (author) / Li, Jun (author) / Li, Pu-Lin (author)
2012
4 Seiten
Conference paper
English
Numerical Evaluation of the Active Earth Pressure Acting on Rigid Retaining Walls
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