2014Sichuan Building ScienceRequires access

Experimental study on strength and yield properties of unsaturated disturbed loess

Qin Xiao-hu

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Abstract

To study the strength and yield properties of unsaturated disturbed loess,a series of triaxial shear tests of loess were done on the condition of suction control.Study the stress-strain curves,the strength and yield properties of disturbed loess.The test results show that the failure model of disturbed loess is shown with plastic failure; the stress-strain curves of disturbed loess will change from strain softening to strain hardening with different confining pressure under same suction; the strength envelope of disturbed loess is distributed with linear in the plane of p-q; the cohesion of disturbed loess has a linear increase with the increase of suction,but the friction angle is found to have little change with the change of suction.The curves of ev-log( q /p) of loess has three-stage with different suction,and the yield stress( ps,qs) of unsaturated disturbed loess was acquired.

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To study the strength and yield properties of unsaturated disturbed loess,a series of triaxial shear tests of loess were done on the condition of suction control.Study the stress-strain curves,the strength and yield properties of disturbed loess.The test results show that the failure model of disturbed loess is shown with plastic failure; the stress-strain curves of disturbed loess will change from strain softening to strain hardening with different confining pressure under same suction; the strength envelope of disturbed loess is distributed with linear in the plane of p-q; the cohesion of disturbed loess has a linear increase with the increase of suction,but the friction angle is found to have little change with the change of suction.The curves of ev-log( q /p) of loess has three-stage with different suction,and the yield stress( ps,qs) of unsaturated disturbed loess was acquired.

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Available abstract

To study the strength and yield properties of unsaturated disturbed loess,a series of triaxial shear tests of loess were done on the condition of suction control.Study the stress-strain curves,the strength and yield properties of disturbed loess.The test results show that the failure model of disturbed loess is shown with plastic failure; the stress-strain curves of disturbed loess will change from strain softening to strain hardening with different confining pressure under same suction; the strength envelope of disturbed loess is distributed with linear in the plane of p-q; the cohesion of disturbed loess has a linear increase with the increase of suction,but the friction angle is found to have little change with the change of suction.The curves of ev-log( q /p) of loess has three-stage with different suction,and the yield stress( ps,qs) of unsaturated disturbed loess was acquired.

Key concepts: Loess, Geotechnical engineering, Cohesion (chemistry), Geology, Triaxial shear test, Suction, Hardening (computing), Softening

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