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A strength prediction model using artificial intelligence for recycling waste tailings as cemented paste backfill

机译:使用人工智能的废料尾矿作为水泥浆回填的强度预测模型

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The recycling of waste tailings as cemented paste backfill (CPB) has attracted worldwide attention because of the increasing environmental awareness during mineral resources excavation. However, lots of mechanical tests are required to understand the strength development of CPB and its prediction under the combined effect of influencing variables is almost an unexplored field. This study proposes a strength prediction model integrating boosted regression trees (BRT) and particle swarm optimization (PSO), where the BRT algorithm was used for modelling the non-linear relationship between inputs and outputs and PSO was used for the BRT hyper-parameters tuning. An extensive mechanical experiment was performed to provide the dataset for the PSO-BRT model. This dataset contained unconfined compressive strength (UCS) results of 585 CPB specimens produced with a different combination of influencing variables, including the physical and chemical characteristics of tailings, the cement-tailings ratio, the solids content, and the curing time. 10-fold cross validation was used as the validation method, and performance measures were chosen as the mean squared error and the correlation coefficient. The results show that PSO was efficient in the hyper-parameters tuning of the BRT. The optimum BRT model was very accurate at predicting CPB strength. The relative importance of influencing variables was investigated, in which the cement-tailings ratio was found to be the most significant variable for CPB strength. This research indicates that more efficient reuse of waste tailings as CPB can be achieved by reducing the required number of mechanical experiments during engineering applications. (C) 2018 Elsevier Ltd. All rights reserved.
机译:由于在矿产资源挖掘过程中对环境的关注日益提高,将废渣作为水泥浆回填(CPB)进行回收已引起了全世界的关注。但是,需要大量的机械测试来了解CPB的强度发展,并且在影响变量共同作用下对其的预测几乎是一个未开发的领域。这项研究提出了一个结合了增强回归树(BRT)和粒子群优化(PSO)的强度​​预测模型,其中使用BRT算法对输入和输出之间的非线性关系进行建模,而使用PSO进行BRT超参数调整。进行了广泛的机械实验,以提供PSO-BRT模型的数据集。该数据集包含585个CPB标本的无侧限抗压强度(UCS)结果,这些标本采用不同的影响变量组合,包括尾矿的物理和化学特性,水泥-尾料比,固含量和固化时间。使用10倍交叉验证作为验证方法,并选择性能指标作为均方误差和相关系数。结果表明,PSO在BRT的超参数调整中非常有效。最佳的BRT模型在预测CPB强度方面非常准确。研究了影响变量的相对重要性,其中发现水泥尾比是CPB强度的最重要变量。这项研究表明,通过减少工程应用过程中所需的机械实验次数,可以实现废物尾矿作为CPB的更有效的再利用。 (C)2018 Elsevier Ltd.保留所有权利。

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