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基于EEMD-CNN-LSTM的新型综合模型在滑坡位移预测中的应用

刘航源 陈伟涛 李远耀 徐战亚 李显巨

刘航源,陈伟涛,李远耀,等,2024. 基于EEMD-CNN-LSTM的新型综合模型在滑坡位移预测中的应用[J]. 地质力学学报,30(4):633−646 doi: 10.12090/j.issn.1006-6616.2023145
引用本文: 刘航源,陈伟涛,李远耀,等,2024. 基于EEMD-CNN-LSTM的新型综合模型在滑坡位移预测中的应用[J]. 地质力学学报,30(4):633−646 doi: 10.12090/j.issn.1006-6616.2023145
LIU H Y,CHEN W T,LI Y Y,et al.,2024. Application of integrated model based on EEMD-CNN-LSTM for landslide-displacement prediction[J]. Journal of Geomechanics,30(4):633−646 doi: 10.12090/j.issn.1006-6616.2023145
Citation: LIU H Y,CHEN W T,LI Y Y,et al.,2024. Application of integrated model based on EEMD-CNN-LSTM for landslide-displacement prediction[J]. Journal of Geomechanics,30(4):633−646 doi: 10.12090/j.issn.1006-6616.2023145

基于EEMD-CNN-LSTM的新型综合模型在滑坡位移预测中的应用

doi: 10.12090/j.issn.1006-6616.2023145
基金项目: 湖北省重点研发计划(2021BID009);地质探测与评估教育部重点实验室主任基金项目(GLAB2022ZR02)
详细信息
    作者简介:

    刘航源(2000—),男,在读硕士,主要从事地质环境智能解译方面的科研工作。Email:hangyuan.liu@cug.edu.cn

    通讯作者:

    陈伟涛(1980—),男,博士,教授,主要从事遥感地质解译及应用方面的科研与教学工作。Email:wtchen@cug.edu.cn

  • 中图分类号: P642.22;P232

Application of integrated model based on EEMD-CNN-LSTM for landslide-displacement prediction

Funds: This research is financially supported by the Hubei Province Key Research and Development Program (Grant No. 2021BID009) and the Director’s Fund for the Key Laboratory of Geological Survey and Evaluation of Ministry of Education (Grant No. GLAB2022ZR02).
  • 摘要: 滑坡位移预测是滑坡稳定性评价的重要环节。尽管基于深度学习范式的时间序列方法预测滑坡位移取得了一定的成果,但由于滑坡位移数据的非平稳性、周期性和趋势性变化特征,导致当前时间序列模型的滑坡位移的多变量预测容易过拟合。为解决这一问题,针对滑坡位移数据的波动性和由周期项与趋势项位移叠加组成的特性,提出一种基于孤立森林(Isolation Forest,IF)异常检测、集成经验模态分解(Ensemble Empirical Mode Decomposition,EEMD)、卷积神经网络(Convolutional Neural Networks,CNN)和长短期记忆神经网络(Long Short-Term Memory,LSTM) 相结合的滑坡位移预测模型。选择三峡库区以降雨为影响因子的阶跃型白家包滑坡为研究对象,引入IF算法对滑坡原始位移数据进行异常检测,使用EEMD方法提取滑坡趋势项和周期项位移,通过CNN捕捉局部周期项和趋势模式,并基于LSTM模型预测总体位移。结果表明,EEMD-CNN-LSTM在预测降雨情况时滑坡总体位移的均方根误差(RMSE)、平均绝对误差(MAE)、评价绝对百分比误差(MAPE)和决定系数(R2)4种指标分别为0.4190、0.3139、0.2379和0.9997,前3种精度评价指标较现有模型分别提升32.3%、25.1%、7.3%。相较于传统的LSTM模型、随机森林方法和EEMD-LSTM方法,EEMD-CNN-LSTM模型在有、无降雨这一外部影响因素下具有显著优势,能够较大地降低过拟合,提高预测的准确性。

     

  • 图  1  CNN在EEMD-CNN-LSTM模型中的总体流程

    Figure  1.  Overall flow of CNN in EEMD-CNN-LSTM model

    图  2  LSTM网络结构

    注:ht-1—上一时刻的输出;ht—当前时刻的输出;ct-1—上一时刻状态;ct—当前状态;xt—当前输入;it—输入门;ft—遗忘门;ot—输出门

    Figure  2.  LSTM network architecture

    Note:ht-1−output of previous moment; ht−output of current moment; ct-1−previous-moment-status; ct−current status; xt−current input; it−input gate; ft−forget gate; ot−output gate.

    图  3  基于EEMD-CNN-LSTM模型的滑坡位移预测流程图

    Figure  3.  Flow chart of landslide-displacement prediction based on EEMD-CNN-LSTM model

    图  4  白家包滑坡及布设点位示意图

    Figure  4.  Schematic illustration of Baijiabao landslide and laying point

    图  5  白家包滑坡剖面图(剖面具体位置见图4)

    Figure  5.  Section view of the Baijiabao landslide

    图  6  数据预处理

    a—异常值检测;b—异常值剔除

    Figure  6.  Data preprocessing:

    (a) Outlier detection; (b) Outlier culling

    图  7  EMD与EEMD模型的分解结果对比

    a—EMD模型;b—EEMD模型

    Figure  7.  Comparison of decomposition results between EMD and EEMD:

    (a) EMD model; (b) EEMD model

    图  8  EEMD-CNN-LSTM模型对滑坡位移趋势项的预测结果

    a—降雨情况下;b—无降雨情况下

    Figure  8.  Prediction results of EEMD-CNN-LSTM model for displacement-trend terms of landslide:

    (a) With rainfall; (b) Without rainfall

    图  9  EEMD-CNN-LSTM模型对滑坡位移周期项的预测结果

    a—降雨情况下;b—无降雨情况下

    Figure  9.  Prediction results of EEMD-CNN-LSTM model for landslide-periodic displacement:

    (a) With rainfall; (b) Without rainfall

    图  10  EEMD-CNN-LSTM模型与EEMD-LSTM模型对滑坡位移趋势项预测结果对比

    a—EEMD-CNN-LSTM模型;b—EEMD-LSTM模型

    Figure  10.  Prediction results of EEMD-CNN-LSTM and EEMD-LSTM models for displacement-trend terms of landslide:

    (a) EEMD-CNN-LSTM model; (b) EEMD-LSTM model

    图  11  EEMD-CNN-LSTM模型与EEMD-LSTM模型对滑坡位移周期项预测结果对比

    a—EEMD-CNN-LSTM模型;b—EEMD-LSTM模型

    Figure  11.  Prediction results of EEMD-CNN-LSTM and EEMD-LSTM models for landslide periodic displacement

    (a) EEMD-CNN-LSTM model; (b) EEMD-LSTM model

    图  12  EEMD-CNN-LSTM模型对白家包滑坡位移预测结果

    Figure  12.  Landslide-displacement prediction results of EEMD-LSTM model

    图  13  EEMD-CNN-LSTM模型、EEMD-LSTM模型和LSTM模型以及随机森林模型对滑坡位移预测结果与真实值的对比(ZD1监测点)

    a—有降雨情况下;b—无降雨情况下

    Figure  13.  Prediction results of EEMD-CNN-LSTM, EEMD-LSTM, LSTM, and random-forest models for ZD1

    (a) With rainfall; (b) Without rainfall

    图  14  EEMD-CNN-LSTM模型、EEMD-LSTM模型、LSTM模型和随机森林模型对滑坡位移预测结果与真实值的对比(ZD2监测点)

    a—有降雨情况下;b—无降雨情况下

    Figure  14.  Prediction results of EEMD-CNN-LSTM, EEMD-LSTM, LSTM, and random-forest models for ZD2

    (a) With rainfall; (b) Without rainfall

    表  1  ZD2监测点EEMD-CNN-LSTM模型、EEMD-LSTM模型、LSTM模型和随机森林模型对滑坡位移预测结果的性能评价

    Table  1.   Performance evaluation of ZD2 prediction results for EEMD-CNN-LSTM, EEMD-LSTM, LSTM, and random-forest models (with/without rainfall)

    模型类型RMSE/mmMAE/mmMAPE/%R2
    EEMD-CNN-LSTM0.4302/0.41900.2908/0.31390.2431/0.23790.9996/0.9997
    EEMD-LSTM0.6249/0.61870.4259/0.41930.2642/0.25670.9983/0.9983
    LSTM1.9925/3.41021.3365/2.72970.7888/1.57780.9812/0.9449
    随机森林0.8391/1.03290.6365/0.73160.5078/0.57620.9890/0.9885
    注:“/”前为降雨下的结果;“/”后为无降雨下的结果
    下载: 导出CSV
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出版历程
  • 收稿日期:  2023-09-04
  • 修回日期:  2024-01-07
  • 录用日期:  2024-01-09
  • 预出版日期:  2024-01-19
  • 刊出日期:  2024-08-28

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