The Stress-Strain State of a Finite Rectangular Domain Under a Uniformly Distributed Strip Load


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Abstract

This paper presents a Ribera-Filon method-based analytical solution to the plane problem of the theory of elasticity on the stress-strain state (SSS) of a base of finite thickness and width under a uniformly distributed load acting on part of the base. A nonstabilized SSS is also considered for the water-saturated soil base (Sr > 0.85), i.e., with regard to consolidation and creep processes, including secondary consolidation and anisotropic filtering

About the authors

Z. G. Ter-Martirosyan

Moscow State University of Civil Engimeering (NRU MGSU)

Email: smfe@mail.ru
Russian Federation, Moscow

A. Z. Ter-Martirosyan

Moscow State University of Civil Engimeering (NRU MGSU)

Email: smfe@mail.ru
Russian Federation, Moscow

I. N. Luzin

Moscow State University of Civil Engimeering (NRU MGSU)

Email: smfe@mail.ru
Russian Federation, Moscow

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