Experimental Study on Influence of Stress Path on the Constitutive Relations for Reshaped Clay[J]. Journal of Civil and Environmental Engineering, 2006, 28(6): 58-61.
DOI:
Experimental Study on Influence of Stress Path on the Constitutive Relations for Reshaped Clay[J]. Journal of Civil and Environmental Engineering, 2006, 28(6): 58-61. DOI: 10.11835/j.issn.1674-4764.2006.06.015.
Experimental Study on Influence of Stress Path on the Constitutive Relations for Reshaped Clay
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.