Abstract: To study the feasibility of a glass-fiber reinforced cement (GRC) composite shear wall system with stay-in-place mould, this paper tested the bonding behavior between GRC plate and concrete, and the experimental data were analyzed to show a better bonding property. The test on the mechanical properties of the GRC plate was also carried out and showed that it has a good bending strength. It is concluded that the composite shear wall system with GRC stay-in-place mould is feasible and available.