<abstract xmlns="http://www.w3.org/1999/xhtml">

<p>Soil supporting foundations behave in a nonlinear manner at loading close to its bearing capacity. This behavior affects soil pressure distribution and the corresponding stresses in the raft foundation, which differs significantly from considering the soil as elastic linear material. The present research uses the finite element method to study the effect of soil nonlinearity on the behavior of raft foundations subjected to concentrated loads. The analysis is based on the Winkler type of foundation. The analysis considered different values of the average soil pressure to its bearing capacity. The supporting soil was modeled as elastic perfectly plastic material. The effects of soil nonlinearity on the intensity and distribution of soil pressure, punching shear force, and bending moments in the raft are investigated. The effects of the foundation stiffness evaluation factor <italic>L·λ</italic> on the behavior of rectangular raft foundations were studied. This parameter combines the effects of the modulus of subgrade reaction, raft thickness, modulus of elasticity of concrete, and column spacing, as these parameters are interrelated. The results indicated that considering the subgrade soil as a linear elastic material underestimates punching shear and bending moments compared to modeling the soil as an elastoplastic material.</p>
</abstract>

Soil supporting foundations behave in a nonlinear manner at loading close to its bearing capacity. This behavior affects soil pressure distribution and the corresponding stresses in the raft foundation, which differs significantly from considering the soil as elastic linear material. The present research uses the finite element method to study the effect of soil nonlinearity on the behavior of raft foundations subjected to concentrated loads. The analysis is based on the Winkler type of foundation. The analysis considered different values of the average soil pressure to its bearing capacity. The supporting soil was modeled as elastic perfectly plastic material. The effects of soil nonlinearity on the intensity and distribution of soil pressure, punching shear force, and bending moments in the raft are investigated. The effects of the foundation stiffness evaluation factor L·λ on the behavior of rectangular raft foundations were studied. This parameter combines the effects of the modulus of subgrade reaction, raft thickness, modulus of elasticity of concrete, and column spacing, as these parameters are interrelated. The results indicated that considering the subgrade soil as a linear elastic material underestimates punching shear and bending moments compared to modeling the soil as an elastoplastic material.

Effect of Soil Nonlinearity on Analysis of Raft Foundation

Building and Construction Technology Engineering Department

Civil and Environmental Engineering

This work is licensed under the Creative Commons Attribution 4.0 International License.

{"article-title":"Effect of Soil Nonlinearity on Analysis of Raft Foundation"}

Soil supporting foundations behave in a nonlinear manner at loading close to its bearing capacity. This behavior affects soil pressure distribution and the...

Effect of Soil Nonlinearity on Analysis of Raft Foundation

Publié en ligne: 29 juin 2022

Pages: 292 - 300

DOI: https://doi.org/10.2478/cee-2022-0027

Mots clés
Raft foundation, Soil nonlinearity, Winkler’s foundation, Finite element

© 2022 Haitham H. Saeed, published by Sciendo

This work is licensed under the Creative Commons Attribution 4.0 International License.

Effect of Soil Nonlinearity on Analysis of Raft Foundation

Publié en ligne: 29 juin 2022

Pages: 292 - 300

DOI: https://doi.org/10.2478/cee-2022-0027

Mots clésRaft foundation, Soil nonlinearity, Winkler’s foundation, Finite element

© 2022 Haitham H. Saeed, published by Sciendo

This work is licensed under the Creative Commons Attribution 4.0 International License.

Mots clés
Raft foundation, Soil nonlinearity, Winkler’s foundation, Finite element