A typical section of Quaternary red earth——JL section in the northern foot of Lushan is chosen,According to the dimensional model of integration in the three-dimensional space and linear regression method,study the volume fractal feature of red earth grain-size,calculate red earth grain-size volume fractal dimensions.

Some near-reservoir-area landslide deformation characteristic and stability evaluation;

Study on the deformation characteristics of soil layers in regional land subsidence model of Shanghai;

Numerical analysis for shear strength and deformation characteristic of joint plane with complicated surface

Creep behaviors and deformation features of a single crystal nickel-base superalloy;

Deformation features of phyllites and construction techniques on the ridge section of Wushaoling tunnel;

A study of deformation features of gapa landslide using FLAC-3D;

Study on the deformation behavior of subgrade embankments on inclined weak foundation;

Based on the experimental results from a mine and the mechanical parameter measurement of the cemented filling body, the stress distribution and deformation behavior of the cemented filling body are investigated by use of the numerical simulation.

The result shows that the silt hollow RC shear wall presents ductile bending-shear failure model,its ductility and deformation behavior are advanced because of its failure model.