The National Key Research and Development Program of China(No.2018YFC0406701);the National Natural Science Foundation of China(No.51778133,51739008)
In order to establish the constitutive relationship of high-ductility cementitious composites(HDCCs)under uniaxial tensile load and to guide the structural design of HDCCs,based on the analysis of the existing uniaxia...
The National Key Research and Development Programm of China(No.2018YFD1100402-05);the National Natural Science Foundation of China(No.6505000184)
The influence of source concrete (SC) with different compression strengths on the workability and mechanical properties of recycled mortar made with river sand substituted by 100% fine recycled concrete aggregates (FR...
The National Key Research and Development Program of China(No.2016YFC0401610);the National Natural Science Foundation of China(No.51778133,51739008,51438003)
To investigate the effect of fiber types on bending and tensile properties of high-strength,high-ductility cementitious composites( HS-HDCCs), ultra-high-molecular-weight polyethylene( PE) fibers,polyvinyl alcohol( PV...
The National Natural Science Foundation of China(No.51108082)
The creep performance of basalt fibre(BF)reinforced in asphalt mortar under uniaxial compressive loadings is investigated. The samples of basalt fibre asphalt mortar(BFAM) with different BF mass fractions(0. 1%,0...
Biaxial compression tests are performed on 100 mm × 100 mm × 100 mm cubic specimens of plain high-strength highperformance concrete (HSHPC) at seven kinds of stress ratios, σ2:σ3 =0 : - 1, -0.20 : - 1, -0.30 ...