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Mix Ratio Optimization of Cemented Coal Gangue Backfill (CGB) Based on Response Surface Method

机译:基于响应面法的水泥煤Gang石回填料配合比优化

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Central composite design (CCD) experiments were performed to investigate the effect of cement content, fine gangue rate and water reducer content on the rheological properties of fresh cemented coal gangue backfill (CGB) and the compressive strength of hardened slurry. The parameter of mixture proportion was optimized by Multi-criteria optimization analysis. The results show that the fresh CGB rheological property conforms to Bingham model, the yield stress of fresh slurry is influenced by the interaction of the three factors, and the plastic viscosity increases with cement content, fine gangue rate and water reducer content. The value of 28 days uniaxial compressive strength (UCS28) is proportional to cement content and water reducer content, while it is inversely proportional to fine gangue rate. The overall satisfaction of slurry rises significantly with the increase of water reducer content. However, it increases firstly and then decreases with the increase of cement content and fine gangue rate, and reaches a maximum at cement content of 210 kg/m(3) and fine gangue rate of 40%. The developed design method can provide scientific reference to reduce the accumulation of waste residues.
机译:进行了中央复合设计(CCD)实验,以研究水泥含量,细煤石率和减水剂含量对新鲜水泥煤石回填料(CGB)的流变性和硬化浆体的抗压强度的影响。通过多标准优化分析对混合比参数进行优化。结果表明,新鲜的CGB流变学性质符合Bingham模型,三个因素的相互作用影响了新鲜浆料的屈服应力,塑性粘度随水泥含量,细煤石率和减水剂含量的增加而增加。 28天单轴抗压强度(UCS28)的值与水泥含量和减水剂含量成正比,而与细煤gang石率成反比。随着减水剂含量的增加,浆料的总体满意度显着提高。但是,它随水泥含量和细煤gang石率的增加先增加然后减小,并在水泥含量为210 kg / m(3)和细煤石率达到40%时达到最大值。所开发的设计方法可以为减少废物残留的积累提供科学参考。

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