As undisturbed soil and remolded soil possess different structural features, they demonstrate different mechanical properties.

With the comparative analysis of triaxial tests of undisturbed and remolded soil samples, the influences of structure on the stress-strain shear moduli of soil samples at the initial, medium and later stages of the test have been discussed, and from the microscopic angle, its causes are analyzed qualitatively.

In laboratory,remolded soils are subjected to acid water immersion and tested for changes in their mineral compositions and shear strength after immersion with different durations.

Analysis of the experimental parameter of remolded soils physical and mechanical properties;

Shear strengths of undisturbed and remolded soils of typical vegetations in Jinyun Mountain of Chongqing City;

Experimental research on water migration in remoulded soil during freezing and thawing process

The classical soil constitutive models almost were constituted by reconstituted soil in the lab tests.

Based on the viewpoint of interaction between volumetric and shear strains in plastic deformation for rock and soilt,he elastoplastic constitutive model for remolded clay under reduced triaxial compression(RTC) path has been established by using the numerical modeling method,which provides a practicable constitutive equation for computer simulation of excavation works.

Relationships between moisture content,displacement and height of reborn samples are established based on test results.