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The Chloride Permeability of Persulphated Phosphogypsum-Slag Cement Concrete 被引量:1
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作者 黄有强 LU Jianxin +1 位作者 CHEN Feixiang 水中和 《Journal of Wuhan University of Technology(Materials Science)》 SCIE EI CAS 2016年第5期1031-1037,共7页
The chloride permeability and microstructure of persulphated phosphogypsum-slag cement concrete(PPSCC), the Portland slag cement concrete(PSCC) and ordinary Portland cement concrete(OPCC) were investigated compa... The chloride permeability and microstructure of persulphated phosphogypsum-slag cement concrete(PPSCC), the Portland slag cement concrete(PSCC) and ordinary Portland cement concrete(OPCC) were investigated comparatively. Some test methods were used to evaluate the chloride permeability and explain the relationship between the permeability and microstructure of concrete. The results show that the resistance to chloride penetration in PPSCC is significantly better than that in OPCC, the reasons are as follows: 1) the slag in PPSCC is activated by clinker(alkali activation) and phosphogypsum(sulfate activation), forming more low Ca/Si C-S-H gel and gel pores below 10 nm than OPCC, improving the resistance to chloride penetration; 2) the hydration products of PPSCC have a much stronger binding capacity for chloride ions; and 3) in the same mix proportion, PPSCC has a better workability without large crystals calcium hydroxide in the hydration products, the interfacial transition zone(ITZ) is smoother and denser, which can cut off the communicating pores between the pastes and aggregates. 展开更多
关键词 PPSCC chloride permeability pore structure ITZ
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