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Stress-Strain State of Saturated Beds of Foundations of Finite Width
Statements and solutions of problems of quantitative assessment of the stress-strain state (SSS) of saturated beds of foundations of finite length are presented with consideration of dilatational and shear strains, and the creep properties and degree of saturation Sr < 1. It is demonstrated that consideration of these factors appreciably affects the unstabilized and stabilized consolidation states.
Stress-Strain State of Saturated Beds of Foundations of Finite Width
Statements and solutions of problems of quantitative assessment of the stress-strain state (SSS) of saturated beds of foundations of finite length are presented with consideration of dilatational and shear strains, and the creep properties and degree of saturation Sr < 1. It is demonstrated that consideration of these factors appreciably affects the unstabilized and stabilized consolidation states.
Stress-Strain State of Saturated Beds of Foundations of Finite Width
Ter-Martirosyan, Z. G. (Autor:in) / Ter-Martirosyan, A. Z. (Autor:in)
2015
Aufsatz (Zeitschrift)
Elektronische Ressource
Englisch
BKL:
56.20
Ingenieurgeologie, Bodenmechanik
/
56.20$jIngenieurgeologie$jBodenmechanik
Stress-Strain State of Saturated Beds of Foundations of Finite Width
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