The excavation of left bank abutment of the Hongjiadu hydroelectric project was the highest cut slope in the hydropower construction project then.

Study on reinforcement of resisting rock masses of Xiaowan arch dam abutment;

Review on dynamic stability analysis of rock mass in high arch dam abutment;

Analysis of influence of Baihetan arch dam thrust on dam abutment;

Deformation and stability analysis of right abutment of Danjiang arch dam;

Three dimensional nonlinear seismic stability analysis of abutment jointed rock mass of high arch dam;

Effects of seismic residual deformation of abutment rock on safety of Xiaowan arch dam;

There are some weak rock groups within the rock mass of Pangzhuang Reservoir s left dam shoulder, Taigu County, Shanxi Province, under the geological structural action and long-period soaking, these rock groups are easily softened and argillized, their shear strength will be decreased, forming the weak structural plane and the latent slip plane and influencing the stability of the dam.

This paper studied the changes of stability factors of Xiaowan arch dam shoulders under two different seepage now conditions.

This paper investigates the favourable impact of the central dumping during high arch dam abutment excavation on river closure.

An analysis of high arch dam abutment rock stability based on nonlinear FEM;

The safety of arch dam depends on the stability of dam abutment rock in a large degree.