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基于机器学习的巷道围岩变形融合分析及预测模型

Fusion analysis and prediction model of roadway deformation based on machine learning

  • 摘要: 为解决巷道变形预测和破坏区定位困难等问题, 建立了多重扰动底抽巷围岩数值分析模型, 选取围岩强度、侧压系数等地质参数, 巷道断面尺寸、抽采钻孔、支护强度等开采参数作为研究对象, 获取了多因素扰动下底抽巷顶板变形数据集, 采用随机森林、极端随机树、GBDT、XGBoost等机器学习算法, 分别建立了单一基学习器巷道变形预测模型, 以弹性网算法为元学习器, 利用Stacking融合方法, 对不同基学习器输出模型进行了融合处理, 构建了多重扰动底抽巷围岩变形融合预测模型, 评价了各特征因素对巷道变形的抑促效应, 识别了影响底抽巷围岩稳定的主控因素。以赵固二矿14040运输巷底抽巷为工程背景, 利用建立的巷道变形预测模型, 以巷道实际生产地质条件和开采参数作为输入项, 通过设置巷道期望变形量, 逆向运算并输出了试验巷道建议支护强度, 并指导了现场巷道支护设计及关键参数确定。现场应用结果表明, 采用建议支护强度后, 巷道实测变形值处于决策模型规定的允许范围内, 顶板变形量仅为原支护的52%, 有效控制了巷道围岩大变形。基于机器学习建立的巷道变形预测模型为巷道稳定维护提供了一条新途径, 促进了煤矿巷道智能运维技术的发展。

     

    Abstract: To predict deformation and locate damaged areas of roadways, a numerical model for the surrounding rock in a roadway with multiple disturbances on the floor was established. A dataset of roof deformation of the bottom drainage roadway with different geological parameters, such as surrounding rock strength and lateral pressure coefficient, and mining parameters, such as roadway section, drainage borehole and support strength was obtained. Machine learning algorithms, such as random forest, extremely randomized trees, GBDT and XGBoost were used to establish single-based learner roadway deformation prediction models respectively. With the elastic net algorithm as the meta-learner and using the Stacking fusion method, the output models of different based learners were fused to construct a fusion prediction model for surrounding rock deformation of the bottom drainage roadway under multiple disturbances.The inhibiting or promoting effects of various characteristic factors on roadway deformation were evaluated, and the dominant controlling factors affecting the stability of the surrounding rock in the bottom drainage roadway were identified. The bottom drainage roadway of the transportation roadway No. 14040 in Zhaogu No. 2 Mine was chosen as the engineering background. Using the established roadway deformation prediction model, with the actual production geological conditions and mining parameters of the roadway as input , the recommended support strength for the roadway was determined through reverse calculation by setting the desired roadway deformation, which guided the on-site roadway support design and key parameter determination. After field implementation of the recommended support strength, the roadway deformaitn is controlled within the allowable deformation range as specified by the decision-making model. The roof deformation is only 52% of the original support, effectively controlling the large deformation of surrounding rock in roadways. The roadway deformation prediction model established based on machine learning provides a new approach for roadway stability maintenance, promoting the development of intelligent operation and maintenance technology for coal mine roadways.

     

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