Oustasse Abdoulaye Sall^1*, Makhaly Ba¹, Mapathé Ndiaye¹, Daouda Sangare², Mathioro Fall¹, Alassane Thiam¹

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¹ Département de Génie Civil, UFR SI-Université de Thiès, Thiès, Sénégal.
² Département de Mathématiques, UFR SAT-Université Gaston Berger, Saint Louis, Sénégal.
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Abstract: This work studies the influence of mechanical and geometrical characteristics of the concrete and the soil on the stresses in a mat foundation. In this study, the soil-structure interaction is modeled by two parameters, the modulus of subgrade vertical reaction (k) and the modulus of subgrade horizontal reaction (2T). These two parameters are dependent on the geometrical and mechanical characteristics of the system. Results of this study show a sensitivity of solicitations to variations of geometrical and mechanical characteristics of the model. Although solicitations in the plate are sensitive to mechanical properties of concrete, these solicitations are strongly influenced by the mechanical and geometrical characteristics of the soil mass. However, it should be noted that the influence of E_b is denoted in the center of the plate whereas the E_s feels almost in the same manner over the entire extent of the plate. This study also shows that for the same load cases, the values of the torsion moment and shear stress are not significant those of bending moments and normal stresses, respectively.

Keywords: Plate, Soil-Structure Interaction, Mechanical Properties, Modeling, Solicitations

Cite this paper: Sall, O. , Ba, M. , Ndiaye, M. , Sangare, D. , Fall, M. and Thiam, A. (2015) Influence of Mechanical Properties of Concrete and Soil on Solicitations of Mat Foundation. Open Journal of Civil Engineering, 5, 249-260. doi: 10.4236/ojce.2015.52025.

References

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[6]   Sall, O.A, Fall, M., Berthaud, Y., Ba, M. and Ndiaye, M. (2013) Influence of the Elastic Modulus of the Soil and Concrete Foundation on the Displacements of a Mat Foundation. Open Journal of Civil Engineering, 3, 228-233.
http://dx.doi.org/10.4236/ojce.2013.34027

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