融合SBAS-InSAR与MPA-BiLSTM的露天矿弱膨胀土边坡形变监测与预测研究——以云南滇西某露天矿西帮边坡为例
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作者单位:

1.昆明理工大学;2.国土资源学院;3.云南鹤庆北衙矿业有限公司

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P 642.22

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国家自然科学基金(52364020)


Deformation Monitoring and Prediction of Weak Expansive Soil Slopes in Open-Pit Mines Integrating SBAS-InSAR and MPA-BiLSTM: A Case Study of the Western Slope of an Open-Pit Mine in Western Yunnan, China
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1.Kunming University of Science and Technology;2.Yunnan Heqing Beiya Mining Co., Ltd.

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    摘要:

    露天矿弱膨胀土边坡形变机理复杂,传统监测方法难以全面捕捉其时空演变规律,现有预测模型在长期时序建模与超参数优化方面也存在不足。为此,本文融合短基线集干涉合成孔径雷达(SBAS-InSAR)技术与海洋捕食者算法(MPA)优化的双向长短期记忆网络(BiLSTM),构建了一种集成监测与预测模型。以云南滇西某大型露天采场西帮边坡为例,基于76景哨兵一号(Sentinel-1A)影像,采用SBAS-InSAR技术提取了2022年4月至2025年3月的时序形变信息。结果表明:研究区边坡垂直向年均形变速率为-115~85 (mm·a?1),累计形变量达-220~250 mm,形变空间分布具有显著不均匀性与渐进式扩展特征,反映了弱膨胀土在干湿循环与采矿卸荷耦合作用下的“湿胀干缩”与蠕变变形机制;形变过程与降水呈明显季节性关联并存在1~2 个月滞后效应,揭示了水分入渗对土体强度软化的驱动作用。进一步,利用MPA算法对BiLSTM网络超参数进行全局寻优,构建了MPA-BiLSTM预测模型。与未优化的BiLSTM模型相比,MPA-BiLSTM模型的均方根误差和平均绝对误差平均分别降低约36.2%和26.8%,决定系数普遍提升,能够更准确捕捉边坡“趋势-周期”复合形变模式。研究表明,所提方法提升了形变预测精度,构建的“空-天监测-智能预测”技术体系可为特殊土质矿区边坡稳定性动态评价与灾害超前预警提供可靠依据。

    Abstract:

    The deformation mechanism of weak expansive soil slopes in open-pit mines is complex, and the spatiotemporal evolution patterns cannot be fully captured by traditional monitoring methods. Additionally, limitations are observed in existing prediction models for long-term time-series modeling and hyperparameter optimization. To address these issues, an integrated monitoring and prediction model was constructed by combining Small Baseline Subset Interferometric Synthetic Aperture Radar (SBAS-InSAR) technology with a Bidirectional Long Short-Term Memory network (BiLSTM) optimized by the Marine Predators Algorithm (MPA). The western slope of a large open-pit mine in western Yunnan was taken as an example. Time-series deformation information from April 2022 to March 2025 was extracted by SBAS-InSAR technology based on 76 Sentinel-1A images. The results show that the average annual vertical deformation rate of the slope in the study area ranges from -115 mm·a?1 to 85 mm·a?1, and the cumulative deformation ranges from -220 mm to 250 mm. The spatial distribution of deformation exhibits significant heterogeneity and progressive expansion characteristics, reflecting the "wet expansion and dry shrinkage" and creep deformation mechanisms of weak expansive soil under the coupled effects of wet-dry cycles and mining unloading. The deformation process shows a clear seasonal correlation with precipitation and a lag effect of 1–2 months, revealing the driving effect of water infiltration on soil strength softening. Furthermore, the hyperparameters of the BiLSTM network were globally optimized by the MPA algorithm, and the MPA-BiLSTM prediction model was constructed. Compared with the unoptimized BiLSTM model, the root mean square error and mean absolute error of the MPA-BiLSTM model are reduced by approximately 36.2% and 26.8% on average, respectively, and the coefficient of determination is generally improved. The model captures the "trend-cycle" composite deformation pattern of the slope more accurately. This study indicates that the proposed method improves the accuracy of deformation prediction, and the constructed "space-air monitoring-intelligent prediction" technical framework can provide a reliable basis for the dynamic stability evaluation and advanced disaster warning of slopes in special soil mining areas.

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彭钰,李素敏,袁利伟,等. 融合SBAS-InSAR与MPA-BiLSTM的露天矿弱膨胀土边坡形变监测与预测研究——以云南滇西某露天矿西帮边坡为例[J]. 科学技术与工程, , ():

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  • 收稿日期:2026-02-01
  • 最后修改日期:2026-04-22
  • 录用日期:2026-05-15
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