|
|
|
| Failure mechanism and stability analysis of huge landslide of Caijiaba based on multi-source data |
| ZHANG Yanyan1,2,3,WEN Haijia1,2,3,MA Chaochao3,YANG Yong4,FU Hongmei5,HUANG Xuelang3,XUE Jingyuan3 |
(1. National Joint Engineering Research Center for Prevention and Control of Environmental GeoHazards in the TGR Area,Chongqing University,Chongqing 400044,China;2. Key Laboratory of New Technology for Construction of Cities in Mountain Area of Ministry of Education,Chongqing University,Chongqing 400045,China;3. School of Civil Engineering,Chongqing University,Chongqing 400045,China;4. Chongqing Institute of Geology and Mineral Resources,Chongqing 400042,China;
5. Chongqing Yudian Engineering Supervision and Consultation Co.,Ltd.,Chongqing 400047,China) |
|
|
|
|
Abstract On August 31 to September 2,2014,affected by an extreme rainfall,deformation of a super large slope at Caijiaba in Yunyang County was found to increase rapidly. Hence,this paper employs the multi-source data,namely historical records,satellite remote sensing image,UAV aerial photography and field survey data,etc.,to determine the scope,characteristics and environment of the landslide. Afterwards,drilling,trenching,well exploration and geophysical exploration,indoor and field experiments were carried out to determine the landslide area formation,sliding zone and physical and mechanical properties. The failure mechanism of landslide was discussed and the slope stability was analyzed. The results show that Caijiaba slope is a large multi-stage flat sliding slope induced by rainfall. There are four slip surfaces(zone),namely the soil sliding zone,shallow rock sliding zone,middle rock sliding zone and the deep rock sliding zone. The status quo of the sliding deformation is controlled by soil sliding zone,shallow rock sliding zone and middle rock sliding zone. Earlier stage of landslide accumulation and landslide slip surface(zone) provide the material basis for the status quo of deformation. The rear edge crack of front sliding zone provides the space for the rear sliding zone to move. Under heavy rainfall,a wide range of deformation and failure may be induced, and local sliding is likely to be caused. Stability analysis shows that the landslide is in a basically stable to steady state. However,the stability under heavy rainfall is significantly reduced. The stability of the slope has generally been declining to the unstable to basically stable state, and local sliding may occur.
|
|
|
|
|
|
[1] 文海家,张永兴,柳 源. 三峡库区地质灾害防灾减灾战略关键问题[J]. 中国地质灾害与防治学报,2004,15(2):22–28.(WEN Haijia,ZHANG Yongxing,LIU Yuan. Some crucial problems of controlling geological hazard in the section of the Three Gorges Reservoir[J]. The Chinese Journal of Geological Hazard and Control,2004,15(2):22–28.(in Chinese))
[2] 徐泽民,刘文连,黄润秋. 金沙江寨子村巨型古滑坡的工程地质特征及其发生机制[J]. 岩石力学与工程学报,2011,30(增2):3 539– 3 550.(XU Zemin,LIU Wenlian,HUANG Runqiu. Engineering geological characteristics of Zhaizicun giant ancient landslide along Jinsha River and its occurrence mechanisms[J]. Chinese Journal of Rock Mechanics and Engineering,2011,30(Supp.2):3 539–3 550.(in Chinese))
[3] 黄润秋. 20世纪以来中国的大型滑坡及其发生机制[J]. 岩石力学与工程学报,2007,26(3):433–454.(HUANG Runqiu. Large-scale landslides and their sliding mechanisms in china since the 20th century[J]. Chinese Journal of Rock Mechanics and Engineering,2007,26(3):433–454.(in Chinese))
[4] 夏元友,朱瑞赓. 新滩滑坡滑动机理及稳定性评价研究[J]. 中国地质灾害与防治学报,1996,7(3):49–54.(XIA Yuanyou,ZHU Ruigeng. Study on sliding mechanism and stability evaluation for Xinan landslide in Three Gorges of the Changjiang River[J]. The Chinese Journal of Geological Hazard and Control,1996,7(3):49–54.(in Chinese))
[5] BAI S,WANG J,LU G,et al. GIS-based logistic regression for landslide susceptibility mapping of the Zhongxian segment in the Three Gorges area,China[J]. Geomorphology,2010,115(1/2):23–31.
[6] FOURNIADIS I,LIU J,MASON P. Regional assessment of landslide impact in the Three Gorges area,China,using ASTER data:Wushan-Zigui[J]. Landslides,2007,4(3):267–278.
[7] 殷跃平,彭轩明. 三峡库区千将坪滑坡失稳探讨[J]. 水文地质工程地质,2007,34(3):51–54.(YIN Yueping,PENG Xuanming. Failure mechanism on Qianjiangping landslide in Three Gorges Reservoir region[J]. Hydrogeology and Engineering Geology,2007,34(3):51–54.(in Chinese))
[8] 代贞伟,殷跃平,魏云杰,等. 三峡库区藕塘滑坡变形失稳机制研究[J]. 工程地质学报,2016,24(1):44–55.(DAI Zhenwei,YIN Yueping,WEI Yunjie,et al. Deformation and failure mechanism of the Outang landslide in the Three Gorges Reservoir area[J]. Journal of Engineering Geology,2016,24(1):44–55.(in Chinese))
[9] SUN G,ZHENG H,TANG H,et al. Huangtupo landslide stability under water level fluctuations of the Three Gorges reservoir[J]. Landslides,2016,13(5):1 167–1 179.
[10] TANG M,XU Q,LI Y,et al. Partial reactivation of a huge deep- seated ancient rock slide:recognition,formation mechanism and stability[J]. Natural Hazards and Earth System Sciences,2016,16(8): 1 719–1 735.
[11] 许 强,李为乐,董秀军,等. 四川茂县叠溪镇新磨村滑坡特征与成因机制初步研究[J]. 岩石力学与工程学报,2017,36(11):2 612–2 628.(XU Qiang,LI Weile,DONG Xiujun,et al. The Xinmocun landslide on June 24,2017 in Maoxian,Sichuan: characteristics and failure mechanism[J]. Chinese Journal of Rock Mechanics and Engineering,2017,36(11):2 612–2 628.(in Chinese))
[12] 武雪玲,任 福,牛瑞卿. 多源数据支持下的三峡库区滑坡灾害空间智能预测[J]. 武汉大学学报:信息科学版,2013,38(8):963–968.(WU Xueling,REN Fu,NIU Ruiqing. Spatial intelligent prediction of landslide hazard based on multi-source data in Three Gorges Reservoir Area[J]. Geomatics and Information Science of Wuhan University,2013,38(8):963–968.(in Chinese))
[13] 吴志春,郭福生,林子瑜,等. 三维地质建模中的多源数据融合技术与方法[J]. 吉林大学学报:地球科学版,2016,46(6):1 895–1 913. (WU Zhicun,GUO Fusheng,LIN Ziyu,et al. Technology and method of multi-data merging in 3D geological modeling[J]. Journal of Jilin University:Earth Science,2016,46(6):1 895–1 913.(in Chinese))
[14] GUZZETTI F,MONDINI A,CARDINALI M,et al. Landslide inventory maps:New tools for an old problem[J]. Earth Science Reviews,2012,112(1/2):42–66.
[15] 石菊松,吴树仁,石 玲. 遥感在滑坡灾害研究中的应用进展[J]. 地质论评,2008,54(4):505–514.(SHI Jusong,WU Shuren,SHI Ling. Remote sensing for landslide:an overview[J]. Geological Review,2008,54(4):505–514.(in Chinese))
[16] FIORUCCI F,CARDINALI M,CARLA R,et al. Seasonal landslide mapping and estimation of landslide mobilization rates using aerial and satellite images[J]. Geomorphology,2011,129(1):59–70.
[17] 叶伟林,宿 星,魏万鸿,等. 无人机航测系统在滑坡应急中的应用[J]. 测绘通报,2017,(9):70–74.(YE Weilin,SU Xin,WEI Wanhong,et al. Application of UAV aerial photograph system in emergency rescue and relief for landslide[J]. Bulletin of Surveying and Mapping,2017,(9):70–74.(in Chinese))
[18] 黄海峰,易 武,张国栋,等. 引入小型无人机遥感的滑坡应急治理勘查设计方法[J]. 防灾减灾工程学报,2017,(1):99–104. (HUANG Haifeng,YI Wu,ZHANG Guodong,et al. Method of using micro-uavrs in engineering geological investigation and design for emergency control of landslides[J]. Journal of Disaster Prevention and Mitigation Engineering,2017,(1):99–104.(in Chinese))
[19] 四川省地质局. 区域地质调查报告[R]. [S. l.]:[s. n.],1978. (Geological Bureau of Sichuan Province. Report of regional geological survey[R]. [S. l.]:[s. n.],1978.(in Chinese))
[20] 四川省地质局南江水文地质大队. 区域水文地质普查报告[R]. 重庆:四川省地质局南江水文地质大队,1981.(Nanjiang Hydrogeological Team,Geological Bureau of Sichuan Province. Report of regional hydrogeological survey[R]. Chongqing:Nanjiang Hydrogeological Team,Geological Bureau of Sichuan Province,1981.(in Chinese))
[21] 重庆地质矿产研究院. 重庆市云阳县凤鸣镇蔡家坝滑坡调查报告[R]. 重庆:重庆地质矿产研究院,2015.(Chongqing Institute of Geology and Mineral Resources. Report of Caijiaba landslide survey at Fengming town, Yunyang, Chongqing[R]. Chongqing:Chongqing Institute of Geology and Mineral Resources,2015.(in Chinese))
[22] 中国地质科学院探矿工艺研究所云阳地质灾害监测站. 三峡库区二期地灾防治云阳县专业监测预警工程报告[R]. 重庆:国地质科学院探矿工艺研究所云阳地质灾害监测站,2014~2016.(Yunyang Geological Disaster Monitoring Station of Institute of Exploration Technology of the Chinese Academy of Geological Sciences. Professional monitoring and early warning second-phase project report of Geo-hazards prevention in Three Gorges Reservoir area[R]. Chongqing:Yunyang Geological Disaster Monitoring Station of Institute of Exploration Technology of the Chinese Academy of Geological Sciences,2014–2016.(in Chinese))
[23] 唐治诚,全永明,彭华明. 四川省云阳县自然灾害概述[J]. 山地学报,1993,11(2):97–100.(TANG Zhicheng,QUAN Yongming,PENG Huaming. General review of natural disasters in Yunyang County,Sichuan Province[J]. Journal of Mountain Science,1993,11(2):97–100.(in Chinese))
[24] CGIAR-CSI. SRTM 90m DEM version 4[OL]. http: //srtm.csi.cgiar.org/ SELECTION/listImages.asp,2017.
[25] 张倬元,王士天,王兰生,等. 工程地质分析原理[M]. 北京:地质出版社,2009:305–308.(ZHANG Zhuoyuan,WANG Shitian,WANG Lansheng,et al. Principle of engineering geological analysis[M]. Beijing:Geological Press,2009:305–308.(in Chinese)) |
|
|
|