Several typical problems in the seismic response analysis of soil layer with deep deposit have been discussed according to the seismic response analysis of the soil layer in Shanghai region.

Discussion on seepage prevention of deep overburden layer ofXiabandi hydro-junction in Xinjiang;

Reservoir water impacts on the dynamic analysis of cored rockfill dam on deep overburden layer;

Fast construction technique of consolidation grouting applied in deep overburden under special geological conditions;

Dynamic characteristics of the asphalt concrete core dam and cutoff wall constructed on deep overburden;

Study on stress and deformation of CFRD built on deep overburden foundation;

In curtain grouting in thick overburden, good grouting results can be achieved with leak age prevention and bearing cap acity of the over burden improved through use of high grouting pressure and groutwith excellent rheology,and control of the grouting process.

A method for earthquake rupture analysis of overlying soil site;

Advances in research on earthquake rupture of overlying soil site;

Research on anti-seepage for rockfill dam on deep overburden;

Study on seepage flow property of deep overburden at a hydropower station;

Study on deep overburden upon side slopes of site for lower dam of Luohanping Reservoir;