WANG Xingang, SONG Guquan, CHEN Lihe, et al. Performance and Microstructure of Ultra Low Ion Permeability Cementitious Materials[J]. Journal of Civil and Environmental Engineering, 2009, 31(5): 138-144.
DOI:
WANG Xingang, SONG Guquan, CHEN Lihe, et al. Performance and Microstructure of Ultra Low Ion Permeability Cementitious Materials[J]. Journal of Civil and Environmental Engineering, 2009, 31(5): 138-144. DOI: 10.11835/j.issn.1674-4764.2009.05.026.
Performance and Microstructure of Ultra Low Ion Permeability Cementitious Materials
Microstructure and macroperformance of Ultra Low Ion Permeability Cementitious Materials (ULIPCM) were investigated by Microhardness
MIP and SEMEDXA. It was shown that the compressive strength of ULIPCM was more than 80 MPa
flexural strength was more than 11.0 MPa
and elastic modulus was in the range of 38.0 to 42.0 GPa at the age of 28 days; chloride diffusion coefficient was lower than 0.8×10-13m2·s-1
conductive charge for 6 hours was lower than 300 coulombs; sulfate attack resistance was good; shrinkage at the age of 28 days was lower than 400×10-6. Compared with ordinary concrete with which thickness of interfacial transition zone is 60 to 100 μm
the thickness of interfacial transition zone of ULIPCM was lower than 30 μm. Penetration paths of corrosive medium were effectively interrupted in ULIPCM. And pore structure parameters
such as porosity and the most probable pore radius of ULIPCM
were also obviously optimized in ULIPCM. Besides
few CH crystals were in the ULIPCM aggregate and the interfacial transition zone of ULIPCM. And the orientation of CH crystals was poor.