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基于回采巷道破碎程度的浆液性能选型研究

Research on the selection of grouting performance based on the broken degree of entry

  • 摘要: 工作面回采巷道围岩破碎程度不同,应采用不同性能的注浆材料对围岩进行分区、分类加固。采用BP神经网络算法,建立了回采巷道围岩破碎程度与注浆材料性能的“地质条件—浆液性能”互馈模型。该模型选取顶板岩层强度、煤层强度、底板岩层强度等7个地质条件参数作为输入因子,选取注浆材料7 d抗压强度、初凝时间和初始黏度作为输出因子。利用34组数据对模型进行训练,8组数据作为测试样本开展误差分析。结果表明:训练集拟合系数达到0.999 95,测试集输出因子相对误差低于13%,训练和测试效果较好,能够满足基于围岩破碎程度进行浆液参数选型及预测的要求。

     

    Abstract: Because of the different broken degrees of the surrounding rock in the entry, the grouting materials with different performance should be applied to classify and reinforce the surrounding rock. Based on the BP neural network algorithm, a mutual feedback model of "geological condition-grouting performance" was developed and used to reflect the broken degree of surrounding rock and grouting performance. In this model, 7 geological parameters such as roof rock strength, coal seam strength and floor rock strength were selected as input factors, and 7 d compressive strength, initial setting time and initial viscosity of grouting material were selected as output factors. The experimental data was divided into training set (34 groups) and the test set (8 groups). The results show that the fitting coefficient of the training set reaches 0.999 95, while the relative error of the output factors of the test set is below 13%. The training and testing results are good, which can meet the requirements of selecting and predicting the grouting parameters based on the broken degree of surrounding rock.

     

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