Stress-Deformed State Of Partially And Fully Water-Saturated Soil Base
M. R. Yakubovcand. of technical sciences, associate professor, Samarkand state architecture and civil engineering institute, SamarkandA I Fayzullacand. of technical sciences, t.e. prof., Samarkand state architecture and civil engineering institute, Samarkand
ABI
Abstract
The article discusses the critical load determining issues on the subgrade, taking into account the water saturation degree. The stress-strain state of the soil medium at the loaded area base is predicted taking into account the pores partial saturation with water and air. The stress-strain state assessment was carried out from Tertsagi effective stresses standpoint, i.e. taking into account the pore pressure occurrence and pore fluid compressibility [1,2,3,5].
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