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- W2376720439 abstract "The 9th floor loess( L9) in Southern Jingyang county was chosen as the main object of the study. Triaxial tests were carried out in order to evaluate the relationship between the stress and the strain in the triaxial shear process. The shear strength properties of the loess through varying the confining pressure and moisture content and the law of cohesive strength and fiction angle with moisture content variation were also discussed. The results show the following findings. 1) The stress- strain curve of L9 loess is softening modulus when moisture content is 5. 3% and the failure mode of the specimen is brittle failure when confining pressure is 50KPa or 100KPa. When moisture content is 12. 3%,19. 3% or 25%,the stress- strain curve of L9 loess is hardening modulus and the failure mode of the specimen is plastic failure. 2) The shear strength of L9 loess decreases with the increasing of moisture content in the same confining pressure. Shear strength decreases by 75% with moisture content increases from 19. 3% to 25%. 3) Both the cohesive strength and the fiction angle reduce with the increasing of moisture content. Cohesive strength decreases by 73% with moisture content increases from 5. 3% to 12. 3%. Fiction angle decreases by 60% with moisture content increases from 19. 3% to 25%. The results can be used in loess slope engineering management,monitoring,especially early prediction of slope safety in Loess plateau areas." @default.
- W2376720439 created "2016-06-24" @default.
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- W2376720439 date "2014-01-01" @default.
- W2376720439 modified "2023-09-26" @default.
- W2376720439 title "Triaxial test for shear strength of loess slope soil" @default.
- W2376720439 hasPublicationYear "2014" @default.
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