SBAS-InSAR与CNN-LSTM融合的石墨尾矿坝形变时空耦合分析与动态预警模型
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1.沈阳建筑大学 交通与测绘工程学院;2.沈阳建筑大学 土木工程学院

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国家自然科学(51774204)


Spatiotemporal coupling analysis and dynamic early warning model of graphite tailings dam deformation based on SBAS-InSAR and CNN-LSTM
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1.School of Transportation and Geomatics Engineering,Shenyang Jianzhu University,Shenyang;2.School of Civil Engineering,Shenyang Jianzhu University,Shenyang

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    摘要:

    摘要:石墨尾矿坝作为高势能堆积体,因其选矿工艺,使颗粒呈双峰结构分布,导致内部受力情况及失稳机理复杂,滑坡风险高且难以预测。因此,通过短基线集干涉测量(SBAS-InSAR)技术反演石墨尾矿坝表面的时序形变特征。在此基础上,结合监测数据构建卷积长短期记忆网络(CNN-LSTM)模型,以预测其形变趋势。首先,利用SBAS-InSAR技术处理2019年12月至2021年12月的60景SAR影像,获取研究区累计形变量和年均形变速率,通过对比现场GNSS同名监测点数据,并结合误差评价指标分析,验证InSAR监测精度;然后,分析降雨量与沉降量的关联特性,得出沉降量与降雨量呈周期性变化特征,揭示尾矿坝形变的内在机理;最后,构建CNN-LSTM模型,引入长短期记忆模型(LSTM)、双向循环神经网络模型(BiGRU),通过误差指标及损失函数对训练及预测结果进行评价。结果表明:(1)尾矿坝顶部表现为沉降,坡顶点b沉降量为189.74 mm,由顶部外扩展,沉降量呈减小趋势,直至坡脚变为抬升,坡脚处点a、f抬升量分别为13.8 mm、26.8 mm;(2)SBAS-InSAR技术与GNSS监测结果最大绝对误差4.67 mm,误差分布均匀,SBAS-InSAR技术对石墨尾矿形变监测满足精度要求;(3)降雨为尾矿坝形变主要影响因素,随石墨尾矿内含水量变化,形变呈周期波动特性;(4)对三种预测模型比较分析,可知CNN-LSTM模型损失函数训练集和测试集的曲线拟合度高,表明训练效果好,揭示了该模型预测石墨尾矿形变结果较优,6个特征点位预测误差指标显示,最大均方根误差小于2.06 mm、平均绝对误差小于1.60 mm、决定系数最大值0.89。因此,本研究可为北方地区石墨尾矿灾害监测及预警提供技术支撑。

    Abstract:

    Abstract: As a high potential energy accumulation body, the graphite tailings dam exhibits a bimodal particle size distribution. Due to the mineral processing technology, resulting in complex internal stress conditions and failure mechanisms, with high and unpredictable landslide riskst.Therefore, this study proposes an intelligent monitoring and prediction model for graphite tailings dam deformation based on Small Baseline Subset Interferometric Synthetic Aperture Radar(SBAS-InSAR)technology and convolutional long short-term memory network Convolutional Neural Network-Long Short-Term Memory(CNN-LSTM)is proposed.Firstly, SBAS-InSAR technology is used to process 24 SAR images from December 2019 to December 2021 to obtain the cumulative deformation and annual average deformation rate of the study area. By comparing the data of GNSS homonymous monitoring points on site and combining with the analysis of error evaluation index, the accuracy of InSAR monitoring is verified.Then, the correlation characteristics between rainfall and settlement are analyzed, and the periodic variation characteristics of settlement and rainfall are obtained,which reveals the internal mechanism of tailings dam deformation.Finally,the CNN-LSTM model is constructed,and the Long Short-term Memory(LSTM)and bidirectional recurrent neural network model ( BiGRU ) are introduced.The training and prediction results are evaluated using error metrics and loss functions.The results show that:(1)The top of the deformation of the tailings dam exhibits settlement, and the settlement of the slope vertex b is 189.74 mm. Settlement decreases outward from the top until it transitions to uplift at the slope toe, where points a and f experience uplifts of 13.8 mm and 26.8 mm, respectively;(2)The maximum absolute error between SBAS-InSAR technology and GNSS monitoring results is 4.67 mm, and the error distribution is uniform.SBAS-InSAR technology meets the accuracy requirements for graphite dam deformation monitoring.(3)Rainfall is the main influencing factor of tailings dam deformation. With the change of water content in graphite dam,the deformation exhibits periodic fluctuations.(4)A comparative analysis of three prediction models shows that the CNN–LSTM model achieves high curve fitting between the training and testing sets of the loss function, demonstrating effective training and superior performance in predicting graphite tailings deformation. Prediction error metrics across six feature points show a maximum root mean square error below 2.06 mm,a mean absolute error below 1.60 mm, and a maximum coefficient of determination is 0.89.Thus, this study can provide technical support for monitoring and early warning of graphite tailings disasters in northern regions.

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  • 收稿日期:2025-06-25
  • 最后修改日期:2025-09-03
  • 录用日期:2025-11-11
  • 在线发布日期: 2025-11-24
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