Analysis of dynamic effect characteristic for high dam foundation under earthquake load;

of China: optimal selection of dam type; high dam large discharge spillway and energy dissipation technology; steel reinforced diversion bifurcation technology; high dam basement processing technology; prestressed bolting of high side rock slope etc.

For high dam rock foundation intersected by inversely dipping discontinuities such as shear zones,faults,joints,etc,it is generally considered that its deep sliding mode is wedge sliding along the weak planes.

Study on failure model and stability of Yuanmamguan arch dam foundation;