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- W2037093430 abstract "An attempt has been made in this paper to predict deformations and stresses built up in a three layer soil medium supporting a strip footing. Soil layers have been considered to have different elastic modulii. The governing differential equations have been derived in terms of horizontal and vertical displacements using the theory of elasticity and solved numerically using the finite difference method. This paper also includes the parametric study which was undertaken to understand the influence of both relative thicknesses and the relative elastic modulii of various soil layers on vertical displacements and stresses in the entire medium. Due consideration has been given to the range of parametric values, normally found valid in case of foundations of conventional and the industrial structures. The analysis clearly highlights that vertical displacement of the footing reduces with increase in upper and middle soil layer thicknesses and with the ratio of modulii of these layers. Presence of a stiffer middle layer helps in reducing the vertical stresses at the top of lower soil layer." @default.
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- W2037093430 date "2007-10-01" @default.
- W2037093430 modified "2023-09-26" @default.
- W2037093430 title "Strip footings on a three layer soil system: theory of elasticity approach" @default.
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- W2037093430 doi "https://doi.org/10.3328/ijge.2007.01.01.47-59" @default.
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