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This article focuses on the study of the behavior of a soil mass under a plate subjected to a uniformly distributed load. The aim of this paper is to highlight the soil-structure interaction with a linear variation of the mechanical properties of the soil with the depth. The theory of plates and the soil-structure interaction has allowed reaching the general equation of the problem which depends on both the mechanical properties of the concrete and the subgrade. This study shows that the linearity of the elastic modulus of subgrade leads to larger displacements when this modulus is assumed to be constant in the soil mass. It also shows that the Poisson’s ratio of soil and mechanical properties of the concrete have an insignificant influence on the displacements. This analysis also shows that the points in the upper half-thickness of soil are the most sensitive to the parameters of the model.
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篇名 Influence of the Soil-Structure Interaction in the Behavior of Mat Foundation
来源期刊 土木工程期刊(英文) 学科 医学
关键词 MAT FOUNDATION PLATE THEORY Soil-Structure INTERACTION Mechanical Properties
年,卷(期) 2014,(1) 所属期刊栏目
研究方向 页码范围 71-83
页数 13页 分类号 R73
字数 语种
DOI
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研究主题发展历程
节点文献
MAT
FOUNDATION
PLATE
THEORY
Soil-Structure
INTERACTION
Mechanical
Properties
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研究来源
研究分支
研究去脉
引文网络交叉学科
相关学者/机构
期刊影响力
土木工程期刊(英文)
季刊
2164-3164
武汉市江夏区汤逊湖北路38号光谷总部空间
出版文献量(篇)
289
总下载数(次)
1
总被引数(次)
0
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