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 (S r > 0.85), i.e., with regard to consolidation and creep processes, including secondary consolidation and anisotropic filtering
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