伊犁种蜂场降雨型滑坡成因及防治效能评价

张磊 陈德斌 史光明 张紫昭 付晶

张磊,陈德斌,史光明,等. 2023. 伊犁种蜂场降雨型滑坡成因及防治效能评价[J]. 工程地质学报, 31(4): 1293-1306. doi: 10.13544/j.cnki.jeg.2023-0202
引用本文: 张磊,陈德斌,史光明,等. 2023. 伊犁种蜂场降雨型滑坡成因及防治效能评价[J]. 工程地质学报, 31(4): 1293-1306. doi: 10.13544/j.cnki.jeg.2023-0202
Zhang Lei, Chen Debin, Shi Guangming, et al. 2023. Evaluation on causes and control efficiency of rainfall-induced landslide at bee farm in Ili[J]. Journal of Engineering Geology, 31(4): 1293-1306. doi: 10.13544/j.cnki.jeg.2023-0202
Citation: Zhang Lei, Chen Debin, Shi Guangming, et al. 2023. Evaluation on causes and control efficiency of rainfall-induced landslide at bee farm in Ili[J]. Journal of Engineering Geology, 31(4): 1293-1306. doi: 10.13544/j.cnki.jeg.2023-0202

伊犁种蜂场降雨型滑坡成因及防治效能评价

doi: 10.13544/j.cnki.jeg.2023-0202
基金项目: 

自治区自然科学基金 2021D01C111

国家自然科学基金项目 41967036

新疆重大地质灾害生态防治技术方法研究与示范 2021B03004-4

详细信息
    作者简介:

    张磊(1999-),男,硕士生,主要从事地质灾害和地质环境研究工作. E-mail:2542979736@qq.com

    通讯作者:

    史光明(1988-),男,硕士,副教授,硕士生导师,主要从事地质灾害评价及防治方面的科研和教学工作. E-mail:shiguangmingo@xju.edu.cn

  • 中图分类号: P642.22

EVALUATION ON CAUSES AND CONTROL EFFICIENCY OF RAINFALL-INDUCED LANDSLIDE AT BEE FARM IN ILI

Funds: 

the Natural Science Foundation of the Autonomous Region 2021D01C111

National Natural Science Foundation of China 41967036

and Research and Demonstration of Ecological Prevention and Control Technology for Major Geological Disasters in Xinjiang 2021B03004-4

  • 摘要: 伊犁种蜂场滑坡受自然降雨以及人类工程活动切坡影响,对下部居民及各类设施造成严重威胁,目前该滑坡已完成防治项目,但其成因机制与致灾机理仍不明晰,防治工程效果如何也没有得到很好的评价。鉴于此,本文以种蜂场滑坡为研究对象,通过野外地质调查、无人机航拍、D-InSAR技术、室内试验及理论分析等多种手段,探明了种蜂场降雨型滑坡成因机制与失稳模式,评价了其防治工程效能。研究结果表明,工程活动切坡导致坡体失去重要阻滑段产生临空面,粉土表部节理、裂隙、虫孔和根孔的发育为降雨入渗提供了优势通道,丰富的自然降雨通过入渗表部土体和抬升地下水位促使坡体内部滑移面的生成,该滑坡属于典型的降雨型滑坡,其失稳模式为牵引式渐进破坏模式。通过D-InSAR技术监测分析,该滑坡工程防治前地表形变量变化范围为36~44cm ·a-1,防治后地表形变量变化范围-4~4cm ·a-1,地表形变量明显减小,同时结合现场调查情况分析,得出种蜂场滑坡防治效果明显。本文成果丰富了伊犁降雨型滑坡的研究,也为该地区同类型滑坡灾害防治提供参考及借鉴。
  • 图  1  种蜂场滑坡地理位置图(影像来自Google Earth)

    Figure  1.  The geographical location map of the bee farm landslide in Ili(Image from Google Earth)

    图  2  研究区地形地貌图

    Figure  2.  Topographic map of the study area

    图  3  新源县阿热勒托别气象站2016、2017年1~12月降雨量变化图

    Figure  3.  The precipitation change map of Areletobe weather station in Xinyuan County from January to December, 2016 and 2017

    图  4  泉点出露及水流通道图

    Figure  4.  Spring point exposure and flow channel diagram

    图  5  粉土及卵砾石分布

    Figure  5.  Silt and gravel distribution

    图  6  滑坡全貌

    Figure  6.  The whole picture of landslide

    图  7  滑坡纵向工程地质剖面图

    Figure  7.  Longitudinal engineering geological profile of landslide

    图  8  “马刀树”

    Figure  8.  "Machete tree"

    图  9  浅表层滑坡

    Figure  9.  Shallow landslide

    图  10  种蜂场滑坡失稳模式

    Figure  10.  The instability mode of the bee farm landslide

    图  11  斜坡节理裂隙及临空面

    Figure  11.  Slope joint fissure and free surface

    图  12  斜坡浅表层溜滑

    Figure  12.  Slippery slope in shallow surface

    图  13  种蜂场滑坡防治分区图

    Figure  13.  Zoning map for the landslide prevention in the bee farm

    图  14  D-InSAR监测原理示意图

    Figure  14.  D-InSAR monitoring principle diagram

    图  15  二轨法处理流程图

    Figure  15.  Two-track processing flow chart

    图  16  研究区防治前后滑坡形变量值

    a. 自然状态下(2014~2015)形变量值; b. 防治后(2016~2017)形变量值

    Figure  16.  Landslide deformation value before and after prevention and control in the study area

    图  17  研究区防治后滑坡(2017~2023)形变量值

    a. 2017~2018形变;b. 2018~2019形变; c. 2019~2020形变; d. 2020~2021形变;e. 2021~2022形变;f. 2022~2023形变

    Figure  17.  The deformation value of landslide(2017~2023)after prevention and control in the study area

  • An H T,Liu P. 2010. Genesis and influencing factors of loess landslides in Yili region in Xinjiang[J]. Journal of Geological Hazards and Environment Preservation,21 (3): 22-25.
    Cui F P, Hu R L, Tan R J, et al. 2008. Study on formation mechanism and stability evaluation of Badashan landslide group in Qinghai Province[J]. Chinese Journal of Rock Mechanics and Engineering, 27 (4): 848-857.
    Dong S J. 2014. Deformation mechanism of Lingtai loess landslide under rainfall condition[J]. Journal of Railway Engineering Society, 31 (10): 44-48, 68.
    Feng W K, Zhang G Q, Bai H L, et al. 2019. A preliminary analysis of the formation mechanism and development trendency of the huge Baige landslide in Jinsha River on October 11, 2018[J]. Journal of Engineering Geology, 27 (2): 415-425.
    Feng W K, Dun J W, Yi X Y, et al. 2020. Deformation analysis of Woda village old landslide in Jinsha river basin using SBAS-InSAR technology[J]. Journal of Engineering Geology, 28 (2): 384-393.
    Fruneau B, Achache J, Delacourt C. 1996. Observation and model-ling of the Saint-Étienne-de-Tinée landslide using SAR interfer-ometry[J]. Tectonophysics, 265(3/4): 181-190.
    Guan R Z, Wu Y, Wang Y Z. 2020. Analysis of landslide formation mechanism and stability[J]. Gansu Water Resources and Hydropower Technology, 56 (2): 33-37.
    Hu X H, Zhu D M, Liu H. 2020. Stability analysis on reservoir bank slope of an ancient landslide in Tibet and evaluation of its control project[J]. Water Resources and Hydropower Engineering, 51 (S2): 391-396.
    Huang J, Ju N P. 2012. Evaluation approach of countermeasure efficiency for landslide hazards[J]. Journal of Engineering Geology, 20 (2): 189-194.
    Khazin V I, Bondar E G, Golub V P, et al. 1979. Criteria for evaluating different aspects of effectiveness of landslide control structures[J]. International Journal of Rock Mechanics and Mining Sciences and Geomechanics, 16(5): 118.
    Li J, Xu Q, Wang S, et al. 2016. Research on rainfall infiltration models of slopes and formation mechanism of rock landslides in red stratum in the east of Sichuan Province[J]. Chinese Journal of Rock Mechanics and Engineering, 35 (S2): 4053-4062.
    Li L Q, Luo S X, Wang Y C, et al. 2014. Model tests for mechanical response of bedding rock slope under different rainfall conditions[J]. Chinese Journal of Rock Mechanics and Engineering, 33 (4): 755-762.
    Li X E, Zhou L, Su F Z, et al. 2021. Application of InSAR technology in landslide hazard: Progress and prospectss[J]. National Remote Sensing Bulletin, 25 (2): 614-629. doi: 10.11834/jrs.20209297
    Liu L N, Li S D, Jiang Y, et al. 2017. Failure mechanism of loess landslides due to saturated-unsaturated seepage—Case study of gallente landslide inili Xinjiang[J]. Journal of Engineering Geology, 25 (5): 1230-1237.
    Meisina C, Scarabelli S. 2007. A comparative analysis of terrain stability models for predicting shallow landslides in colluvial soils[J]. Geomorphology, 87 (3): 207-223. doi: 10.1016/j.geomorph.2006.03.039
    Meng H Y, Zhan J W, Lu Q Z, et al. 2022. Kinematics characteristics and numerical simulation analysis of "8·12"giant landslide in Shanyang County, Shaanxi Province[J/OL]. Journal of Engineering Geology, 2022-03-03, doi: 10.13544/j.cnki.jeg.2021-0645.
    Rott H, Scheuchl B, Siegel A, et al. 1999. Monitoring very slow slope movements by means of SAR interferometry: a case study from a mass waste above a reservoir in the Ötztal Alps, Austria[J]. Geophysical Research Letters, 26 (11): 1629-1632. doi: 10.1029/1999GL900262
    Tan F L, Hu X L, Zhang Y M, et al. 2016. Study of progressive failure processes and stabilities of different types of landslides[J]. Rock and Soil Mechanics, 37 (S2): 597-606.
    Tan Y L, Xu W Z, Cao J J, et al. 2023. Mechanisms and stability analysis of the Jinjiling landslide in the Three Gorges Reservoir area based on Midas-GTS[J]. Hydrogeological & Engineering Geology, 50 (1): 113-121.
    Van Asch Th W J, Buma J, Van Beek L P H. 1999. A view on some hydrological triggering systems in landslides[J]. Geomorphology, 30 (1): 25-32.
    Wang C K, Fu W X, Jin L L, et al. 2023. Study on the evolutionary characteristics of Xiangpingshan landslide based on particle discrete element method[J/OL]. Journal of Engineering Geology, 2023-06-07, doi: 10.13544/j.cnki.jeg.2022-0605.
    Wang G, Sun P, Wu L Z, et al. 2017. Experimental study on mechanism of shallow loess landslide induced by rainfall[J]. Journal of Engineering Geology, 25 (5): 1252-1263.
    Wang R B, Gan S, Zhang J M. 2021. Application of D-InSAR technology to identify and analyze landslide in Lidian Township, Tongwei County[J]. Urban Geotechnical Investigation & Surveying, (2): 96-102.
    Wang X M, Mai Z J. 2016. Sliding mechanism and deformation characteristics of typical large loess landslides in Yili Xinjiang[J]. Journal of Water Resources and Architectural Engineering, 14 (4): 195-200.
    Wei X L, Chen B C, Zhao L, et al. 2020. Kinematic characteristics and emergency response model of loess landslide drived by snowmelt: take the Zeketai Landslide in Yili, Xinjiang as an example[J]. The Chinese Journal of Geological Hazard and Control, 31 (6): 78-90.
    Yang H F, He J K, Xing B C, et al. 2022. Development characteristics and formation mechanism of Luanshibao Landslide ponds in eastern margin of Tibetan Plateau[J]. Journal of Engineering Geology, 30 (5): 1573-1582.
    Yu Z, Xu G L, Feng S, et al. 2016. Engineering treatment effect evaluation of large-scale Wading landslides in Badong County of the Three Gorges Reservoir area[J]. Geoscience, 30 (3): 695-704.
    Zhang Q, Xu Q, Ning N. 2014. A study of the stability influence factors and coupling for inclined-shallow soil landslides under the condition of rainfall[J]. Hydrogeological & Engineering Geology, 41 (5): 90-94, 117.
    Zhang Y Y, Wen H J, Ma C C, et al. 2018. Failure mechanism and stability analysis of huge landslide of Caijiaba based on multi-source data[J]. Chinese Journal of Rock Mechanics and Engineering, 37 (9): 2048-2063.
    Zheng M X, Yin Z Z, Wu J M, et al. 2006. Post-fuzzy comprehensive evaluation of effectiveness of landslide control[J]. Chinese Journal of Geotechnical Engineering, 28 (10): 1224-1229.
    Zhu S N, Yin Y P, Wang W P, et al. 2019. Mechanism of freeze-thaw loess landslide in Yili River Valley, Xinjiang[J]. Acta Geoscientica Sinica, 40 (2): 339-349.
    Zhu Z M, Ma Y J, Lin G Q, et al. 2022. Evaluation on stability and treatment effect of landslide with retaining engineering: Taking Wangu landslide in Ya'an City as an example[J]. Resources Environment & Engineering, 36 (6): 758-765.
    Zhuang M G, Wei Y J, Shao H, et al. 2018. Type and characteristics of loess landslides in Piliqing River, in Yili of Xinjiang Uygur Autonomous Region[J]. The Chinese Journal of Geological Hazard and Control, 29 (1): 54-59.
    安海堂, 刘平. 2010. 新疆伊犁地区黄土滑坡成因及影响因素分析[J]. 地质灾害与环境保护, 21 (3): 22-25. https://www.cnki.com.cn/Article/CJFDTOTAL-DZHB201003005.htm
    崔芳鹏, 胡瑞林, 谭儒蛟, 等. 2008. 青海八大山滑坡群形成机制及稳定性评价研究[J]. 岩石力学与工程学报, 27 (4): 848-857. https://www.cnki.com.cn/Article/CJFDTOTAL-YSLX200804029.htm
    董时俊. 2014. 降雨条件下灵台黄土滑坡变形机理分析[J]. 铁道工程学报, 31 (10): 44-48, 68. https://www.cnki.com.cn/Article/CJFDTOTAL-TDGC201410009.htm
    冯文凯, 顿佳伟, 易小宇, 等. 2020. 基于SBAS-InSAR技术的金沙江流域沃达村巨型老滑坡形变分析[J]. 工程地质学报, 28 (2): 384-393. doi: 10.13544/j.cnki.jeg.2019-411
    冯文凯, 张国强, 白慧林, 等. 2019. 金沙江"10·11"白格特大型滑坡形成机制及发展趋势初步分析[J]. 工程地质学报, 27 (2): 415-425. doi: 10.13544/j.cnki.jeg.2018-392
    关容章, 伍勇, 王怡卓. 2020. 滑坡成因机制分析及稳定性研究[J]. 甘肃水利水电技术, 56 (2): 33-37. https://www.cnki.com.cn/Article/CJFDTOTAL-GSSJ202002010.htm
    胡孝洪, 朱德明, 刘海. 2020. 西藏某古滑坡库岸边坡稳定性分析及防治工程评价[J]. 水利水电技术, 51 (S2): 391-396. https://www.cnki.com.cn/Article/CJFDTOTAL-SJWJ2020S2075.htm
    黄健, 巨能攀. 2012. 滑坡治理工程效果评估方法研究[J]. 工程地质学报, 20 (2): 189-194. http://www.gcdz.org/article/id/11118
    李江, 许强, 王森, 等. 2016. 川东红层地区降雨入渗模式与岩质滑坡成因机制研究[J]. 岩石力学与工程学报, 35 (S2): 4053-4062. https://www.cnki.com.cn/Article/CJFDTOTAL-YSLX2016S2066.htm
    李龙起, 罗书学, 王运超, 等. 2014. 不同降雨条件下顺层边坡力学响应模型试验研究[J]. 岩石力学与工程学报, 33 (4): 755-762. https://www.cnki.com.cn/Article/CJFDTOTAL-YSLX201404013.htm
    李晓恩, 周亮, 苏奋振, 等. 2021. InSAR技术在滑坡灾害中的应用研究进展[J]. 遥感学报, 25 (2): 614-629. https://www.cnki.com.cn/Article/CJFDTOTAL-YGXB202102008.htm
    刘丽楠, 李守定, 姜越, 等. 2017. 新疆伊犁加朗普特黄土滑坡泥石流降雨诱发机理[J]. 工程地质学报, 25 (5): 1230-1237. doi: 10.13544/j.cnki.jeg.2017.05.007
    孟桓羽, 占洁伟, 卢全中, 等. 2022. 陕西山阳"8·12"大型山体滑坡运动特征及数值模拟分析[J/OL]. 工程地质学报, 2022-03-03, doi: 10.13544/j.cnki.jeg.2021-0645.
    谭福林, 胡新丽, 张玉明, 等. 2016. 不同类型滑坡渐进破坏过程与稳定性研究[J]. 岩土力学, 37 (S2): 597-606. https://www.cnki.com.cn/Article/CJFDTOTAL-YTLX2016S2075.htm
    谭银龙, 许万忠, 曹家菊, 等. 2023. 基于Midas-GTS的三峡库区金鸡岭滑坡成因机制与稳定性分析[J]. 水文地质工程地质, 50 (1): 113-121. https://www.cnki.com.cn/Article/CJFDTOTAL-SWDG202301014.htm
    王昌奎, 符文熹, 金磊磊, 等. 2023. 基于颗粒离散元的香坪山滑坡演化特征研究[J/OL]. 工程地质学报, 2023-06-07, doi: 10.13544/j.cnki.jeg.2022-0605.
    王刚, 孙萍, 吴礼舟, 等. 2017. 降雨诱发浅表层黄土滑坡机理实验研究[J]. 工程地质学报, 25 (5): 1252-1263. doi: 10.13544/j.cnki.jeg.2017.05.010
    王睿博, 甘淑, 张荐铭. 2021. 应用D-InSAR技术识别分析通渭县李店乡滑坡群灾害[J]. 城市勘测, (2): 96-102. https://www.cnki.com.cn/Article/CJFDTOTAL-CSKC202102023.htm
    王晓明, 买振军. 2016. 新疆伊犁典型特大型黄土滑坡群成因机制及变形特征[J]. 水利与建筑工程学报, 14 (4): 195-200. https://www.cnki.com.cn/Article/CJFDTOTAL-FSJS201604039.htm
    魏学利, 陈宝成, 赵龙, 等. 2020. 融雪诱发型黄土滑坡活动特征与应急响应模式——以新疆伊犁则克台滑坡为例[J]. 中国地质灾害与防治学报, 31 (6): 78-90. https://www.cnki.com.cn/Article/CJFDTOTAL-ZGDH202006011.htm
    杨虎锋, 贺江坤, 邢本聪, 等. 2022. 青藏高原东缘乱石包滑坡塘发育特征及成因机制[J]. 工程地质学报, 30 (5): 1573-1582. doi: 10.13544/j.cnki.jeg.2022-0445
    喻章, 徐光黎, 冯双, 等. 2016. 三峡库区巴东县大型涉水滑坡工程治理效果评价[J]. 现代地质, 30 (3): 695-704. https://www.cnki.com.cn/Article/CJFDTOTAL-XDDZ201603021.htm
    张群, 许强, 甯娜. 2014. 降雨条件下低缓浅层土质滑坡稳定性影响因素及耦合研究[J]. 水文地质工程地质, 41 (5): 90-94, 117. https://www.cnki.com.cn/Article/CJFDTOTAL-SWDG201405017.htm
    张岩岩, 文海家, 麻超超, 等. 2018. 基于多源数据的蔡家坝特大型滑坡成因机制研究及稳定性评价[J]. 岩石力学与工程学报, 37 (9): 2048-2063. https://www.cnki.com.cn/Article/CJFDTOTAL-YSLX201809005.htm
    郑明新, 殷宗泽, 吴继敏, 等. 2006. 滑坡防治工程效果的模糊综合后评价研究[J]. 岩土工程学报, 28 (10): 1224-1229. https://www.cnki.com.cn/Article/CJFDTOTAL-YTGC200610008.htm
    朱赛楠, 殷跃平, 王文沛, 等. 2019. 新疆伊犁河谷黄土滑坡冻融失稳机理研究[J]. 地球学报, 40 (2): 339-349. https://www.cnki.com.cn/Article/CJFDTOTAL-DQXB201902010.htm
    朱志明, 马玉杰, 林国庆, 等. 2022. 已有支挡工程滑坡的稳定性及治理效果评价——以雅安市万古滑坡为例[J]. 资源环境与工程, 36 (6): 758-765. https://www.cnki.com.cn/Article/CJFDTOTAL-HBDK202206005.htm
    庄茂国, 魏云杰, 邵海, 等. 2018. 新疆伊犁皮里青河黄土滑坡类型及其发育特征[J]. 中国地质灾害与防治学报, 29 (1): 54-59. https://www.cnki.com.cn/Article/CJFDTOTAL-ZGDH201801009.htm
  • 加载中
图(17)
计量
  • 文章访问数:  121
  • HTML全文浏览量:  22
  • PDF下载量:  48
  • 被引次数: 0
出版历程
  • 收稿日期:  2023-05-19
  • 修回日期:  2023-07-18
  • 刊出日期:  2023-08-25

目录

    /

    返回文章
    返回