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Utilizing Mine Tailings as Substitute Construction Material: The Use of Waste Materials in Roller Compacted Concrete

机译:利用矿山尾矿替代建筑材料:碾压混凝土中废料的使用

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Mine tailings (MT) have been used in previous studies as substitute construction material to recycle waste products, especially in hollow blocks and bricks production and as masonry mortar. This study investigated the use of Philex copper-gold mine tailings (PCGMT) in roller compacted concrete (RCC) production, a mining waste material consisting of finely grinded siliceous particles was obtained from Tailings Pond number 2 (TP2) of a Philippine copper and gold mining company. A comprehensive experimental program was conducted to investigate the comparative compressive strength of RCC containing Porac sand (RCCPS) and RCC with copper-gold mine tailings (RCCCGMT), and the durability of RCC with copper-gold mine tailings and fly-ash (RCCCGMTFA). Varying mixtures of RCCPS and RCCCGMT with very low, low, medium, and high cement contents were casted and tested. The compressive strength attained at 28 days by RCCPS and RCCCGMT ranges from 17 to 37 Mega Pascal (MPa) and 17 to 28 Mpa, respectively. The obtained values indicate that the latter requires greater amount of cement and the mixtures with compressive strength values greater than 25 Mpa are acceptable for concrete pavement use. The durability of RCCCGMTFA with medium cement content was evaluated by subjecting the specimens to an alternate wetting and drying cycles. After 15 cycles, a remaining strength of 18.7 MPa was obtained which indicated that it could endure stresses due to weather changes in the Philippines. Results show that PCGMT in TP2 are viable sand or fine aggregates substitute in RCC.
机译:先前的研究已将矿山尾矿(MT)用作替代建筑材料来回收废物,特别是在空心砌块和砖块生产中以及作为砌筑砂浆。这项研究调查了Philex铜金矿尾矿(PCGMT)在碾压混凝土(RCC)生产中的用途,该矿物废料是从菲律宾铜和金的2号尾矿(TP2)尾矿池中获得的细磨硅质颗粒组成的矿业公司。进行了一项综合实验计划,以研究含Porac砂(RCCPS)和RCC与铜金矿尾矿(RCCCGMT)的RCC的抗压强度,以及RCC与铜金矿尾矿和粉煤灰(RCCCGMTFA)的耐久性。 。浇铸和测试了水泥含量非常低,低,中和高的各种RCCPS和RCCCGMT混合物。 RCCPS和RCCCGMT在28天时获得的抗压强度分别为17至37兆帕斯卡(MPa)和17至28 Mpa。所获得的值表明后者需要更多量的水泥,并且抗压强度值大于25 Mpa的混合物可以用于混凝土路面。通过对样品进行交替的润湿和干燥循环,可以评估RCCCGMTFA与中等水泥含量的耐久性。经过15个循环,获得了18.7 MPa的剩余强度,这表明它可以承受菲律宾天气变化引起的压力。结果表明,TP2中的PCGMT是RCC中可行的砂或细集料的替代品。

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