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基于不同模型的赣南地区小型削方滑坡易发性评价对比分析

郭飞, 王秀娟, 陈玺, 王力, 谢明娟, 李玉, 谭建民. 基于不同模型的赣南地区小型削方滑坡易发性评价对比分析[J]. 中国地质灾害与防治学报, 2022, 33(6): 125-133. doi: 10.16031/j.cnki.issn.1003-8035.202205027
引用本文: 郭飞, 王秀娟, 陈玺, 王力, 谢明娟, 李玉, 谭建民. 基于不同模型的赣南地区小型削方滑坡易发性评价对比分析[J]. 中国地质灾害与防治学报, 2022, 33(6): 125-133. doi: 10.16031/j.cnki.issn.1003-8035.202205027
GUO Fei, WANG Xiujuan, CHEN Xi, WANG Li, XIE Mingjuan, LI Yu, TAN Jianmin. Comparative analyses on susceptibility of cutting slope landslides in southern Jiangxi using different models[J]. The Chinese Journal of Geological Hazard and Control, 2022, 33(6): 125-133. doi: 10.16031/j.cnki.issn.1003-8035.202205027
Citation: GUO Fei, WANG Xiujuan, CHEN Xi, WANG Li, XIE Mingjuan, LI Yu, TAN Jianmin. Comparative analyses on susceptibility of cutting slope landslides in southern Jiangxi using different models[J]. The Chinese Journal of Geological Hazard and Control, 2022, 33(6): 125-133. doi: 10.16031/j.cnki.issn.1003-8035.202205027

基于不同模型的赣南地区小型削方滑坡易发性评价对比分析

  • 基金项目: 中国地质调查局项目(DD20190716;202018000000180602);土木工程防灾减灾湖北省引智创新示范基地(2021EJD026);宜昌市自然科学研究项目(A21-3-006)
详细信息
    作者简介: 郭 飞(1987-),男,湖北枣阳人,博士,讲师,主要从事地质灾害风险评估的研究。E-mail: ybbnui.2008@163.com
    通讯作者: 王 力(1988-),男,湖北孝感人,博士,讲师,主要从事地质灾害防灾减灾的研究。E-mail: wangli_ctgu@126.com
  • 中图分类号: P642.22

Comparative analyses on susceptibility of cutting slope landslides in southern Jiangxi using different models

More Information
  • 赣南地区滑坡灾害点多、面广、规模小,具有群发性和突发性的特点,90%以上的滑坡是因人工切坡导致的。为研究赣南地区小型削方滑坡对易发性评价模型的适用性,以赣州市于都县银坑镇为例,基于野外地质调查成果,并利用地理探测器,选取坡度、坡体结构、岩组、断层、道路、植被等6个评价指标,分别选用信息量模型、人工神经网络模型、决策树模型和逻辑回归模型开展易发性评价。结果表明:信息量、人工神经网络、决策树和逻辑回归等模型得到的AUC值分别为0.800、0.708、0.672和0.586,信息量模型所得的易发性结果与研究区滑坡实际分布情况较吻合,高易发区和中易发区滑坡占比近80%。信息量模型较其他三个模型,更适合于赣南地区小型削方滑坡易发性评价,评价结果对该地区地质灾害易发性评价模型选取提供了参考与借鉴。

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  • 图 1  银坑镇地理位置以及滑坡点分布图

    Figure 1. 

    图 2  易发性评价指标图

    Figure 2. 

    图 3  不同模型下易发性分区图

    Figure 3. 

    图 4  各个模型准确率曲线图

    Figure 4. 

    表 1  地理探测器得到11个指标的q

    Table 1.  The normalized weight values of 11 indicators

    指标距道路距离岩组坡体
    结构
    坡度距断层距离植被
    覆盖率
    坡向高程变异系数粗糙度曲率地表切割深度
    q0.28970.27670.12030.11020.08070.07270.01520.01220.01200.00920.0011
    排序1234567891011
    下载: 导出CSV

    表 2  评价指标各自信息量值

    Table 2.  Each information value of evaluation index

    评价指标评价指标子类信息量值
    坡度/(°)0~7−0.439
    7~170.186
    17~260.304
    26~36−0.268
    >360
    坡体结构碎石土质边坡−0.115
    岩质−顺向坡0.145
    岩质−逆向坡−0.147
    岩质−斜向破0.147
    工程地质岩组多层含砾黏土、粉质黏土−0.458
    较坚硬−坚硬的变质砂岩、变质粉砂岩、
    千枚岩等组
    0.140
    坚硬花岗岩组0.508
    较坚硬的波状复成份砾岩、安山岩岩组2.457
    较硬、较软的砾岩、粉砂岩、页岩等组−0.942
    较软弱−较坚硬石英砾岩、
    砂岩、粉砂岩、泥岩等组
    0.888
    坚硬石英砾岩、砂砾岩、粉砂岩等组−1.974
    软硬相间的砾岩、粉砂岩夹煤层−0.060
    距断层距离/m<1000.395
    100~2000.237
    200~3000.461
    300~400−0.093
    400~500−0.078
    >500−0.058
    距道路距离/m<50−0.076
    50~1000.772
    100~2001.076
    200~5001.109
    >500−0.508
    植被高植被覆盖率−0.412
    较高植被覆盖率−0.168
    中植被覆盖率−0.313
    较低植被覆盖率0.007
    低植被覆盖率−0.206
    极低植被覆盖率0.161
    下载: 导出CSV

    表 3  滑坡点在各个分区所占比例

    Table 3.  The proportion of disaster points in each partition

    易发性
    分区
    灾害点在各个分区所占比例/%
    IANNDTLR
    5.66.516.518.6
    16.816.623.420.8
    59.248.141.138.9
    18.428.819.021.7
    下载: 导出CSV
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出版历程
收稿日期:  2022-05-19
修回日期:  2022-09-07
录用日期:  2022-09-11
刊出日期:  2022-12-25

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