Stationary Problems of Moisture-Elasticity for Inhomogeneous Thick-Walled Shells

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Abstract:

This paper contains a solution of the problem of determining stress state in clay soil near a cylindrical and spherical cavities for the propagation of the moisture out of the cavity into the solid mass. The problem is solved in a stationary symmetric formulation taking into account changes the modulus of elasticity of soil moisture. The problem is reduced to a differential equation with variable coefficients. This complicates the solution of the problem compared with the solutions for constant modulus of elasticity, but it provides a more accurate solution.

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Periodical:

Advanced Materials Research (Volumes 671-674)

Pages:

571-575

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Online since:

March 2013

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© 2013 Trans Tech Publications Ltd. All Rights Reserved

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