Experimental Study on Influence of Stress Path on the Constitutive Relations for Reshaped Clay
ZHOU Bao - chun, WANG Jing - tao , WEI Jun,
DOI:10.11835/j.issn.1674-4764.2006.06.015
Received August 12, 2006,Revised August 12, 2006, Accepted , Available online July 01, 2015
Volume ,2006,Pages 58-61
- Abstract
In order to study the influence of stress path on the constitutive relations for reshaped clay,the triaxial compression tests under stress paths with drainage in cases of increased,constant and decreased mean normal stress and undrained conventional triaxial compression test have been carried out,the stress-strain relations under the four stress paths are obtained.Through visualization the three-dimensional surfaces of shear and volume strain in the whole stress field under the four stress paths are given respectively by numerical modeling.In addition,the four families of shear and volume yield loci are plotted respectively.It is found through comparing the deformation results under the four stress paths that there are obvious differences in the stress ranges,the strain peaks,the shapes of strain surfaces and the trends of variation of volume yield loci,however,for the four families the shear yield loci are similar.These results demonstrate that the influence of stress path on the constitutive relations of clay is considerably large and could not be neglected,and it relates to the effective mean normal stress closely.