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- W2376827320 abstract "Through a large number of quick direct shear tests and consolidated quick direct shear tests to the remolded expansive soil of a project in Hefei City,the relationship between water ratio and strength indexes of the expansive soil is studied.The mathematical statistics of these strength indexes is made and the variability of strength indexes is analyzed.The results of the study show that the way of shear failure of expansive soil is a gradual transition from brittle failure to ductile failure with the increase of water ratio;strength indexes of expansive soil decrease as water ratio increases,and the relationship between strength indexes and water ratio can be expressed by linear or exponential formula;strength indexes of consolidated quick direct shear tests are higher than those of quick direct shear tests.For quick direct shear tests and consolidated quick direct shear tests,the variability of cohesion is higher than that of internal friction angle,the correlation coefficient between cohesion and internal friction angle is negative in most cases.The higher the variability of strength parameters and the correlation coefficient of the parameters,the higher the variability of shearing strength." @default.
- W2376827320 created "2016-06-24" @default.
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- W2376827320 date "2013-01-01" @default.
- W2376827320 modified "2023-09-24" @default.
- W2376827320 title "Experimental study and variability analysis of strength parameters of expansive soil" @default.
- W2376827320 hasPublicationYear "2013" @default.
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