In order to complete recycled use of vast post-disaster waste cement concrete(WCC), physical and mechanical performance, durability, structure and mechanism of recycled concrete(RC) and cement stabilized cement concrete scrap base material(CCBM) were studied. The results showed that air content of RC can reach 4.7%, with vb consistency beyond 10~15s and flextural, compressive strength higher than 6MPa、56MPa at 28d, anti-permeability rank of RC exceeds S40, with low chlorinion permeability. Structure of RC includes aggregate, new and old mortar, transition zones among aggregate, new, old mortar, transition zones between aggregate and new mortar, new and old mortarh had compact structure, interface between aggregate and new mortar had cracks, but performance of RC was improved by aggregate beforehand adsorbing water, mixing fly ash and agents. Non-side-restriction compressive strength of CCBM with 4%,5%,6%,7% cement can reach 3.01 MPa, 3.94MPa, 4.75 MPa, 4.98MPa at 7d, BDR of CCBM after 5 Freeze-thaw cycles was greater than 80%, which can meet strength and freeze resistance requirements of pavement base. Therefore, “RC+CCBM” complete recycled use technology can reuse vast post-disaster WCC completely.
