首页|地聚物对风积沙砾石混合料力学性能影响

地聚物对风积沙砾石混合料力学性能影响

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为实现地聚物胶凝材料在公路路面基层的应用,研究不同物料配比对地聚物稳定风积沙砾石混合料力学性能影响.采用正交试验,探究钢渣微粉与粉煤灰质量比例 2∶8、3∶7、4∶6,碱含量 6%、8%、10%,碱激发剂模数 1、1.2、1.4 时对地聚物稳定风积沙砾石混合料抗压强度与劈裂强度影响,并通过极差分析明确各因素对风积沙砾石混合料强度影响关系.结果表明:钢渣微粉与粉煤灰质量比例对混合料强度影响最大,碱含量次之,碱激发剂模数最小.当钢渣微粉与粉煤灰质量比例为 3∶7,碱含量 8%,碱激发剂模数 1.4 时混合料力学性能最佳,7d、28d龄期下混合料抗压强度达到 1.89 MPa与 4.89 MPa,劈裂强度达到 0.43 MPa与 0.85 MPa,研究结果可作为水泥替代胶凝材料应用到公路路面基层建设当中.
Effect of geopolymer on mechanical properties of aeolian sand gravel mixture
In order to realize the application of geopolymer cementitious materials in highway base,the effects of different ratios on the mechanical properties of geopolymer stabilized aeolian sand and gravel mixture were studied.Orthogonal experiments were used to study the mass ratio of steel slag powder to fly ash 2∶8,3∶7,4∶6,alkali content 6%,8%,10%,and alkali activator modulus 1,1.2,1.4.The effects of compressive strength and splitting strength of aeolian sand and gravel mixture were studied,and the influence of various factors on the strength of aeolian sand and gravel mixture was clarified by range analysis.The results show that the mass ratio of steel slag powder to fly ash has the greatest influence on the strength of the mixture,followed by alkali content,and the modulus of alkali activator is the smallest.When the mass ratio of steel slag powder to fly ash is 3∶7,the alkali content is 8%,and the modulus of alkali activator is 1.4,the mechanical properties of the mixture are the best.The compressive strength of the mixture at 7d and 28d ages reaches 1.89 MPa and 4.89 MPa,and the splitting strength reaches 0.43 MPa and 0.85 MPa,which can be used as cement instead of cementitious materials applied to highway grassroots construction.

road basegeopolymer stable aeolian sand gravel baseorthogonal testmechanical propertiesrange analysis

保继振、朱春生

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新疆农业大学 交通与物流工程学院,乌鲁木齐 830052

新疆交通规划勘察设计研究生院有限公司新疆高寒高海拔山区交通基础设施安全与健康重点实验室,乌鲁木齐 830006

新疆交投建设管理有限责任公司,乌鲁木齐 830063

新疆库沙公路发展有限责任公司,新疆 阿克苏 842008

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路面基层 地聚物稳定风积沙砾石基层 正交试验 力学性能 极差分析

2022年度交通运输行业重点科技项目-面上项目2022年度交通运输行业科技项目新疆交通设计院科研基金项目

2022-MS4-1092022-ZD-007KY2020112301

2024

交通科技与经济
黑龙江工程学院

交通科技与经济

影响因子:0.862
ISSN:1008-5696
年,卷(期):2024.26(5)