Calculation of consolidation deformation of saturated stratum under dynamic compaction loading;

Application of triaxial digital image processing technique to consolidation deformation of unsaturated remolded loess

The relevant experiment parameters to one-dimension consolidation deformation are analyzed systematically.

A calculating method of soil consolidation is put forward, based on constitutive relation of rheology.

Based on analyzing mechanical behaviour and microstructure of marine soft soils under one dimensional consolidation-creep tests, a new mode of structure evolution under loading of marine soft soil is suggested.

In order to avoid these results,red clay deformation characteristics were studied in 3 aspects,such as stress-strain relation,consolidation deformation and swe.

Modeling and experimental study of one-dimensional large strain consolidation of soft soil under multi-layer vacuum preloading;

GA for parameters estimation of large strain consolidation computation of soft soil;

he equations governing the large-strain consolidation of saturated soil have been developed in matrix form with material description method in this paper.

Secondly,according to the fact that the secondary compressiong can be decreased greatly by impacting and reconsolidation,an empirical formula that describes the distortion of secondary consolidation deformation is suggested by using quasi-overconsolidation ratio.