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Effect of Corrosive Solutions on C-S-H Microstructure in Portland Cement Paste with Fly Ash 被引量:3

Effect of Corrosive Solutions on C-S-H Microstructure in Portland Cement Paste with Fly Ash
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摘要 By means of ^(29)Si and ^(27)Al magic angle spinning nuclear magnetic resonance(MAS NMR) combined with deconvolution technique, X-ray diffraction(XRD), scanning electron microscopy(SEM) as well as energy dispersive X-ray system(EDX), the effect of 5 wt% corrosive solutions( viz. 5 wt% Na_2SO_4, MgSO_4, Na_2SO_^(4+)Na Cl and Na_2SO_^(4+)Na Cl+Na_2CO_3) on C-S-H microstructure in portland cement containing 30 wt% fly ash was investigated.The results show that, in MgSO_4 solution, Mg2+ promotes the decalcification of C-S-H by SO_4^(2-),increasing silicate tetrahedra polymerization and mean chain length(MCL) of C-S-H. However, the substituting degree of Al^(3+) for Si^(4+)(Al[4]/Si) in the paste does not change evidently. Effect of Na_2SO_4 solution on C-S-H is not significantly influenced by Na Cl solution, while the MCL and Al[4]/Si of C-S-H in fly ashcement paste slightly change. However, the decalcification of C-S-H by SO_4^(2-) and CO_3^(2-) attack, as well as the activation of fly ash by SO_4^(2-) attack will increase the MCL and Al[4]/Si, which are both higher than that under Na_2SO_4 corrosion, MgSO_4 or Na_2SO_4 +Na Cl coordination corrosion. By means of ^(29)Si and ^(27)Al magic angle spinning nuclear magnetic resonance(MAS NMR) combined with deconvolution technique, X-ray diffraction(XRD), scanning electron microscopy(SEM) as well as energy dispersive X-ray system(EDX), the effect of 5 wt% corrosive solutions( viz. 5 wt% Na_2SO_4, MgSO_4, Na_2SO_^(4+)Na Cl and Na_2SO_^(4+)Na Cl+Na_2CO_3) on C-S-H microstructure in portland cement containing 30 wt% fly ash was investigated.The results show that, in MgSO_4 solution, Mg2+ promotes the decalcification of C-S-H by SO_4^(2-),increasing silicate tetrahedra polymerization and mean chain length(MCL) of C-S-H. However, the substituting degree of Al^(3+) for Si^(4+)(Al[4]/Si) in the paste does not change evidently. Effect of Na_2SO_4 solution on C-S-H is not significantly influenced by Na Cl solution, while the MCL and Al[4]/Si of C-S-H in fly ashcement paste slightly change. However, the decalcification of C-S-H by SO_4^(2-) and CO_3^(2-) attack, as well as the activation of fly ash by SO_4^(2-) attack will increase the MCL and Al[4]/Si, which are both higher than that under Na_2SO_4 corrosion, MgSO_4 or Na_2SO_4 +Na Cl coordination corrosion.
出处 《Journal of Wuhan University of Technology(Materials Science)》 SCIE EI CAS 2016年第5期1002-1007,共6页 武汉理工大学学报(材料科学英文版)
基金 Funded by the Major State Basic Research Development Program of China(“973” Program)(No.2015CB655101) Natural Science Foundation of Hebei(No.E2016209283) National Natural Science Foundation of China(No.51402003) Open Foundation of Road Bridge and Structural Engineering Key Laboratory WHUT,China(No.DQZDJJ201504)
关键词 corrosive solutions cement fly ash C-S-H microstructure /Si corrosive solutions cement fly ash C-S-H microstructure Al[4]/Si
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