Unconfined compressive strength of clay soils at different temperatures: experimental and constitutive study

• Published in: Environmental earth sciences Vol. 81; no. 15; p. 387
• Main Authors: Mohammadi, Fariborz, Maghsoodi, Soheib, Cheshomi, Akbar, Rajabi, Ali M.
• Format: Journal Article
• Language: English
• Published: Berlin/Heidelberg Springer Berlin Heidelberg 01.08.2022; Springer Nature B.V
• Subjects: Biogeosciences; Clay; Clay minerals; Clay soils; compression strength; Compressive strength; Earth and Environmental Science; Earth Sciences; Elasticity; Environmental Science and Engineering; Geochemistry; Geology; heat; Human influences; humans; Hydrology/Water Resources; Hydrostatic pressure; Illite; Illites; Kaolin; Liquid limits; liquids; Modulus of elasticity; Montmorillonite; Montmorillonites; Original Article; Pore pressure; Pore water; Pore water pressure; Soil; Soil engineering; Soil strength; Soil temperature; Soils; Stiffness; Temperature; Temperature changes; Temperature effects; Terrestrial Pollution; Water pressure; Clays; Hypoplastic model; ); Temperature; Pore water pressure; Unconfined compressive strength

Unconfined compressive strength ( S u ) is one of the soil engineering parameters used in geotechnical designs. Due to the temperature changes caused by some human activities, it is important to study the changes in S u at different temperatures. On the other hand, due to the differences in the mine...