期刊文献+

Mechanism of Expansion of Mortars with Limestone Filler due to External Sulfate Attack

Mechanism of Expansion of Mortars with Limestone Filler due to External Sulfate Attack
下载PDF
导出
摘要 The mechanism of expansion of mortars and pastes with limestone filler due to external sulfate attack was studied.Mortars and pastes made at water to solid ratios of 0.45, 0.5, 0.6 from Portland Cement (OPC) with 0%, 20% or 30% (w/w) limestone filler (LF) were cured in a 95±1% RH moist room at 20±1℃for 14 or 28 days. They subsequently were immersed in 5% Na2SO4(0.35 M) solution at ambient temperature (1-35℃). The expansion of the specimens was measured every month, and selected samples were examined by X-ray diffraction (XRD) and scanning electron microscope (SEM). The results indicate that mortars with 20% LF show larger expansion than that of OPC mortars at up to 9 months of exposure, and the amount of gypsum in both mortars and pastes with LF is much more than that in mortars and pastes without LF. Therefore, it is reasonable to conclude that the formation of massive gypsum leads to the lager expansion of the mortars and pastes containing 20% LF. These behaviors may be explained by the changes in hydration products due to the addition of LF. The mechanism of expansion of mortars and pastes with limestone filler due to external sulfate attack was studied.Mortars and pastes made at water to solid ratios of 0.45, 0.5, 0.6 from Portland Cement (OPC) with 0%, 20% or 30% (w/w) limestone filler (LF) were cured in a 95±1% RH moist room at 20±1℃for 14 or 28 days. They subsequently were immersed in 5% Na2SO4(0.35 M) solution at ambient temperature (1-35℃). The expansion of the specimens was measured every month, and selected samples were examined by X-ray diffraction (XRD) and scanning electron microscope (SEM). The results indicate that mortars with 20% LF show larger expansion than that of OPC mortars at up to 9 months of exposure, and the amount of gypsum in both mortars and pastes with LF is much more than that in mortars and pastes without LF. Therefore, it is reasonable to conclude that the formation of massive gypsum leads to the lager expansion of the mortars and pastes containing 20% LF. These behaviors may be explained by the changes in hydration products due to the addition of LF.
作者 元强 邓德华
出处 《Journal of Wuhan University of Technology(Materials Science)》 SCIE EI CAS 2006年第z1期140-146,共7页 武汉理工大学学报(材料科学英文版)
基金 Funded by the National Natural Science Foundation of China(No.50378092)
关键词 MORTAR sulfate attack EXPANSION GYPSUM limestone filler mortar sulfate attack expansion gypsum limestone filler
  • 相关文献

参考文献19

  • 1[1]Manu Santhanam,Menashi D Cohen,Jan Olek.Sulfate Attack Research[J].Cem.Concr.Res.,2001,31(6) 845-851
  • 2[2]P W Brown,et al.Chemical Changes in Concrete due to the Ingress of Aggressive Species[J].Cem.Concr.Res.,2000,30(3):411-418
  • 3[3]I Oder,M Gasser.Mechanism of Sulfate Expansion in Hydrated Portland Cement[J].J.Am.Ceram.Soc.,1988,71(11):1 015-1 020
  • 4[4]P K Mehta.Mechanism of Expansion Associated with Ettringite Formation[J].Cem.Concr.Res.,1983,13(3):401-406
  • 5[5]M D Cohen.Theories of Expansion in Sulfoaluminate-type Expansive Cements:Schools of Thought[J].Cem.Concr.Res.,1983,13(5):809-818
  • 6[6]Bing Tian,Menashi D Cohen.Does Gypsum Formation during Sulfate Attack on Concrete Lead to Expansion?[J] Cem.Concr.Res.,2000,30(1):117-123
  • 7[7]Manu Santhanam,Menashi D Cohen,Jan Olek.Effects of Gypsum Formation on the Performance of Cement Mortars during External Sulfate Attack[J].Cem.Concr.Res.,(2003),33(3):325-332
  • 8[8]M Santhanam,D M Cohen,J Olek.Sulfate Attack Research-Whither Now[J]? Cem.Concr.Res,.2001:31(6) 845-851
  • 9[9]Jean Pera,Sophie Husson,Bernard Guilhot.Influence of Finely Ground Limestone on Cement Hydration[J].Cem.Concr.Compo.1999,22(1)99-105
  • 10[10]S M Torres,C J Lynsdale,R N Swamy,et al.Microstructure of 5-year-old Mortars Containing Limestone Filler Damaged by Thaumasite[J].Cem.Concr.Res.,2006,36:384-394

相关作者

内容加载中请稍等...

相关机构

内容加载中请稍等...

相关主题

内容加载中请稍等...

浏览历史

内容加载中请稍等...
;
使用帮助 返回顶部