首页|高炉重矿渣在高速公路路基工程中的应用研究

高炉重矿渣在高速公路路基工程中的应用研究

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采用包钢高炉重矿渣铺筑了路基试验段,测试分析了重矿渣的矿物组成、稳定性、及其作为填筑材料的黏聚力、压缩系数、回弹模量和承载比等性能,研究了粒径大小对最大干密度、最佳含水率的影响规律及施工工艺.结果表明:重矿渣稳定性好,含有C3S硅酸三钙、C2S硅酸二钙等硅酸盐材料,具有一定的胶凝活性,有利于提高承载力;重矿渣填筑料压缩系数为0.05 MPa-1,属于低压缩性土,回弹模量为86.7 MPa,黏聚力为13.66 kPa,承载比能满足路基不同深度的强度设计要求.随着重矿渣9.5 mm通过率的减小,其重击实试件的最大干密度和最佳含水率逐渐降低.重矿渣路基试验段的松铺系数为1.1,最佳碾压方式为2遍静压加6遍动压,压实参数满足规范要求,平整度平均值小于20 mm,路用性能优良.
Study on the Application of Air-cooled Blast Furnace Slag in Highway Subgrade Engineering
The test section of subgrade was paved with heavy slag from blast furnace of Baotou Steel,and the mineral composition,stability,cohesion,compressibility,resilience modulus and bearing rati-o of heavy slag as filling material were tested and analyzed.The influence of particle size on maximum dry density and optimum water content and construction technology were studied.The results show that the heavy slag has good stability and contains silicate materials such as C3S tricalcium silicate and C2S dicalcium silicate,which has certain gelling activity and is beneficial to improve the bearing capac-ity.The compression coefficient of heavy slag filling material is 0.05 MPa-1,which belongs to low compressibility soil,with resilience modulus of 86.7 MPa and cohesion of 13.66 kPa.The bearing ra-tio can meet the strength design requirements of subgrade at different depths.With the decrease of the 9.5 mm pass rate of heavy slag,the maximum dry density and the optimum moisture content of the rammed specimen gradually decrease.The loose paving coefficient of heavy slag subgrade test section is 1.1,and the best rolling method is 2 times static pressure plus 6 times dynamic pressure.The com-paction parameters meet the specification requirements,the average flatness is less than 20mm,and the road performance is excellent.

air-cooled blast furnace slagsubgradeengineering application

王高峰、张志明、陈慧、于海洋、李晓莉、吴少鹏

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包钢集团冶金渣综合利用开发有限责任公司 包头 014000

武汉理工大学材料科学与工程学院 武汉 430070

高炉重矿渣 路基 工程应用

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
年,卷(期):2024.48(4)