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- W2379411505 abstract "Taking the sedentary cohesive soil of granite in Guangzhou area as research object,the water content samples were made by strike method,and the loading and unloading shearing strength tests were carried out under different consolidation pressures.The data were compared and the variation of shear strength of sedentary cohesive soil of granite in unloading and loading conditions was studied.The influence of stress history on shear strength index was explored and the conclusions were drawn.Generally,the influence of stress history of soil on its strength index was large.The unloading shear strength would be different because of the different unloading paths.The theory of unloading shear strength is more complicated than that of loading soil,and the unloading shear strength index should be adopted in the design of unloading projects." @default.
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- W2379411505 date "2011-01-01" @default.
- W2379411505 modified "2023-09-23" @default.
- W2379411505 title "Analysis of influence of unloading on shear strength of sedentary cohesive soil of granite" @default.
- W2379411505 hasPublicationYear "2011" @default.
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