Method of initial functions in model of compression linearly deformable layered foundation under normal local load

Method of initial functions in model of compression linearly deformable layered foundation under normal local load

The three-dimensional problem of the theory of elasticity related to isotropic layer compression by normal load, distributed on a limited area, is solved by the method of initial functions (MIF). The layer divided into separate sub layers with different elastic characteristics serves as a model of t...

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Bibliographic Details
Main Author:	G.N. Shirunov
Format:	Article
Language:	English
Published:	Peter the Great St. Petersburg Polytechnic University 2015-02-01
Series:	Инженерно-строительный журнал
Subjects:	theory of elasticity elastic layer elastic half-space method of initial functions numerical–analytical solution finite element method multilayer foundation
Online Access:	http://www.engstroy.spb.ru/eng/index_2015_01/09.html

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