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
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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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