長方形等分布荷重載荷による地中応力と変位

概要

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It is important to estimate vertical stresses and displacements by a uniform load in the ground for analysis of building structures. To consider this problem, generally builiings and ground are assumed to be one half infinite continuous elastic body and Mindlin's solutions are valid. So in informer paper, Mindlin's first solutions about vertical displacements have integrated for a uniform load in rectangle, This time, vertical stresses in the ground are integrated in the same conditions. And four calculations-thier variations are the numerical values of vertical stresses, that of displacements, the difference of loading patterns, whch are a concentrated load and a uniform load, and the influences of load depth and Poissn's ratio-by these integrated epuations are the results of caldculations are discussed.
一般社団法人日本建築学会の論文
1992-03-20