武汉理工大学学报(交通科学与工程版)2024,Vol.48Issue(6) :1218-1223.DOI:10.3963/j.issn.2095-3844.2024.06.031

钢渣粉-水泥稳定碎石路面基层材料的力学性能及水损害行为研究

Study of Mechanical Properties and Water Damage Behavior of Steel Slag Powder-cement Stabilized Macadam Base Material

张振 黄涛 张明 吴少鹏 谢君 杨鑫馗 彭高林
武汉理工大学学报(交通科学与工程版)2024,Vol.48Issue(6) :1218-1223.DOI:10.3963/j.issn.2095-3844.2024.06.031

钢渣粉-水泥稳定碎石路面基层材料的力学性能及水损害行为研究

Study of Mechanical Properties and Water Damage Behavior of Steel Slag Powder-cement Stabilized Macadam Base Material

张振 1黄涛 2张明 2吴少鹏 3谢君 3杨鑫馗 3彭高林1
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作者信息

  • 1. 麻城市金磊绿色材料开发有限公司 麻城 438300
  • 2. 湖北地矿投资集团有限公司 武汉 430080
  • 3. 武汉理工大学材料科学与工程学院 武汉 430070
  • 折叠

摘要

文中探讨了利用钢渣粉生产水泥稳定碎石的可行性.制备了钢渣粉-水泥稳定碎石试样,研究了其力学性能、水化产物、微观结构和水损害行为.结果表明:当钢渣粉掺量不超过胶凝材料总量的30%时,试样的7 d无侧限抗压强度超过4 MPa,满足工程应用要求;当钢渣粉掺量增加时,样品在12 d时的干燥收缩系数降低了 32%,钢渣粉的添加抑制了干燥收缩;混合物中的主要水化产物是水化硅酸钙和钙矾石;钢渣粉的加入使试样内部结构变得更加疏松,有利于水分的渗入,使试样在水损伤后产生孔隙.

Abstract

The feasibility of producing cement stabilized macadam with steel slag powder was dis-cussed.Steel slag powder-cement stabilized macadam samples were prepared,and their mechanical properties,hydration products,microstructure and water damage behavior were studied.The results show that when the content of steel slag powder does not exceed 30%of the total cementitious materi-al,the 7-day unconfined compressive strength of the sample exceeds 4 MPa,which meets the require-ments of engineering application.When the content of steel slag powder increased,the drying shrink-age coefficient of the sample decreased by 32%at 12 days,and the addition of steel slag powder inhibi-ted the drying shrinkage.The main hydration products in the mixture are hydrated calcium silicate and ettringite.The addition of steel slag powder makes the internal structure of the sample more loose,which is beneficial to the infiltration of water and makes the sample produce pores after water damage.

关键词

水泥稳定碎石/钢渣粉/力学性能/微观结构

Key words

cement stabilized macadam/steel slag powder/mechanical properties/microstructure

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出版年

2024
武汉理工大学学报(交通科学与工程版)
武汉理工大学

武汉理工大学学报(交通科学与工程版)

CSTPCD
影响因子:0.462
ISSN:2095-3844
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