In combination with the progress on construction technology in RCC dam and conventional concrete dam in China in recent years, a new concept RCC dam is further discussed.

Mechanism and model of sulfate attack on RCC with expansive agent;

Design of RCC Arch Dam for Xiaqiao Hydropower Station;

RCC dam seepage field of finite element analysis;

Experimental research on soundness of roller compacted concrete mixed with MgO;

Construction techniques for roller compacted concrete dam In left bank of Longtan Hydropower Station;

Study on relationship between permeability coefficient and impermeability mark of roller compacted concrete;

Compressive strength(R_c)、splitting tensile strength(R_(pl))、axis tensile strength(R_l) and body shear strength of roller compacted concrete(RCC) are investigated.

The permeability and leakage dissolution properties of roller compacted concrete(RCC) in different hydraulic slope are obtained by tests.

A portion of inferior roller compacted concrete(RCC) and cracks in Shuidong gravity dam caused serious leakage and calcium precipitation,and threatened the safe operation of the dam;the reinforcement for the dam and implemented result are described.

Seismic stability analysis of rolled compacted concrete dam based on approach of DDA coupled with FEM;

Numerical Imitation of the Uniaxial Tension Strength of Rolled Compacted Concrete;

There is size effect to rolled compacted concrete as concrete.

Numerical simulation for the size effect of the uniaxial tension strength of rolled concrete;

The experiment studies to increase the resist-craze capability of rolled concrete;

Type selection of construction machinery in rolled concrete road construction;