露天矿重载运输道路地聚合物-冷再生强化工艺及应用

Geopolymer-Cold Regeneration Strengthening Process of Heavy-load Transportation Road in Open-pit Mine and Its Application

  • 摘要: 针对露天矿山道路目前存在的效率低下和质量欠佳等问题,提出了一种新型的地聚合物-冷再生机筑路工艺,通过路面材料筛分试验、骨料击实试验、地聚合物配合比试验以及模拟现场工况的延时制样试验等一系列试验,确定了地聚合物原材料的最佳配合比:当碱激发剂模数为1.75时,矿渣粉煤灰占比12%,含水率11%,碱激发剂占比70%,并在哈尔乌素露天煤矿的1055试验路段进行了现场施工应用。现场土基承载板试验和道路钻芯取样测试结果显示,路面平整度、承载力及耐久性均得到显著提升,单轴抗压强度从原始道路的5 MPa提升至15 MPa,回弹模量值提高了50%以上。与传统工艺相比,该工艺的材料成本降低了50%以上,为露天矿山道路建设提供了一种高效、经济且环保的解决方案。

     

    Abstract: In view of the current existing problems of low efficiency, poor quality and others in roads of open-pit mines, a new type of geopolymer-cold regeneration machine road construction process is proposed. Through a series of tests such as pavement material screening test, aggregate compaction test, geopolymer mix ratio test, and delayed sample preparation test with simulated on-site working condition, etc, the optimal mix ratio of geopolymer raw materials is determined: when the modulus of alkali activator is 1.75, slag fly ash accounts for 12%, moisture content is 11%, and alkali activator accounts for 70%, and the construction application is conducted on the 1055 test road section of Ha’erwusu Open-pit Coal Mine. The on-site soil foundation load-bearing plate test and road drilling core sampling test results indicate that the road surface roughness, load-bearing capacity, and durability are significantly improved, the uniaxial compressive strength is improved from 5 MPa of the original road to 15 MPa, and the rebound modulus value is improved by more than 50%. Compared with the traditional process, the material cost of this process is decreased by over 50%, providing an efficient, economical, and environmentally friendly solution for the road construction in open-pit mines.

     

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