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金属矿山 ›› 2014, Vol. 43 ›› Issue (03): 177-179.

• 综合利用 • 上一篇    

铁尾矿路面基层材料力学性能与耐久性能研究

易龙生,万磊,汪洲,袁多伟   

  1. 中南大学资源加工与生物工程学院,湖南 长沙 410083
  • 出版日期:2014-03-15 发布日期:2014-04-28

The Mechanical Properties and Durability of Materials for Pavement Base with Iron Tailings

Yi Longsheng,Wan Lei,Wang Zhou,Yuan Duowei   

  1. School of Minerals Processing and Bioengineering,Central South University,Changsha 410083,China
  • Online:2014-03-15 Published:2014-04-28

摘要: 为了探讨铁尾矿大规模资源化利用的新途径,以无侧限抗压试验结果(试件中水泥、碎石、铁尾矿和改性生物酶的质量比为5∶30∶68∶2)为基础,研究了聚丙烯纤维掺量对路面基层材料的力学性能和耐久性能的影响。结果表明,在聚丙烯纤维掺量为1.5 kg/m3的情况下,试件的劈裂抗拉强度达到0.396 MPa,抗弯拉强度达1.641 MPa,抗弯拉强度与无侧限抗压强度之比为0.27,冻融循环和干湿循环情况下的无侧限抗压强度均大于5 MPa,抗冻系数大于0.80,水稳系数大于0.88,试件冲刷率为0.139 g/min,质量损失比为1.92%,各项力学性能、耐久性能均满足高速公路和一级公路的要求,说明铁尾矿作为高速公路路面基层材料的主要成分是可行的。

关键词: 铁尾矿, 路面基层材料, 力学性能, 耐久性能

Abstract: In order to explore new ways for large-scale utilization of iron tailings resource,the mechanical property and durability of materials for pavement base at different dosage of polypropylene fibers was studied based on the mass ratio of cement,gravel,iron ore tailings and modified enzyme was 5∶30∶68∶2 by unconfined compression tests.The results showed that,with the polypropylene fiber dosage of 1.5 kg/m3,tensile strength and flexural strength of the sample reached 0.396 MPa and 1.641 MPa respectively,the ratio of flexural strength to unconfined compressive strength is 0.27,the unconfined compressive strength at both freeze-thaw and dry wet cycle will higher than 5 MPa,the frost resistance coefficient is greater than 0.88,the water stability is more than 0.88,the anti flushing ratio is 0.139 g/min,the mass loss ratio of the sample is 1.92%.Various mechanical properties and durability properties can meet the requirements of expressway and first-class highway.Iron ore tailings using as main raw materials for pavement base of expressway is feasible.

Key words: Iron tailings, Materials for pavement base, Mechanical property, Durability