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强震条件下西藏则隆弄沟高位滑坡失稳特征研究

刘俊辰, 王文沛, 高杨, 万佳威, 高少华. 强震条件下西藏则隆弄沟高位滑坡失稳特征研究[J]. 中国地质灾害与防治学报, 2024, 35(6): 15-23. doi: 10.16031/j.cnki.issn.1003-8035.202409019
引用本文: 刘俊辰, 王文沛, 高杨, 万佳威, 高少华. 强震条件下西藏则隆弄沟高位滑坡失稳特征研究[J]. 中国地质灾害与防治学报, 2024, 35(6): 15-23. doi: 10.16031/j.cnki.issn.1003-8035.202409019
LIU Junchen, WANG Wenpei, GAO Yang, WAN Jiawei, GAO Shaohua. Study on the unstable characteristics of high-level landslide in Zelongnong gou, Xizang under severe earthquakes[J]. The Chinese Journal of Geological Hazard and Control, 2024, 35(6): 15-23. doi: 10.16031/j.cnki.issn.1003-8035.202409019
Citation: LIU Junchen, WANG Wenpei, GAO Yang, WAN Jiawei, GAO Shaohua. Study on the unstable characteristics of high-level landslide in Zelongnong gou, Xizang under severe earthquakes[J]. The Chinese Journal of Geological Hazard and Control, 2024, 35(6): 15-23. doi: 10.16031/j.cnki.issn.1003-8035.202409019

强震条件下西藏则隆弄沟高位滑坡失稳特征研究

  • 基金项目: 国家重点研发计划项目(2022YFC3004301)
详细信息
    作者简介: 刘俊辰(1999—),男,重庆江津人,地质资源与地质工程专业,硕士研究生,主要从事地质灾害研究工作。E-mail:ljc193910@163.com
    通讯作者: 王文沛(1985—),男,江苏扬中人,土木工程专业,博士,正高级工程师,主要从事地质灾害和防治等方面的工作。E-mail:wangwenpei1985@qq.com
  • 中图分类号: P642.22

Study on the unstable characteristics of high-level landslide in Zelongnong gou, Xizang under severe earthquakes

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  • 西藏则隆弄沟物源位置高、强度低,历史上因强震失稳后发生过崩滑。为探究强震对1950年则隆弄沟的动力响应特征,文章采用FLAC3D的动力模拟方法进行演算,并输入双向米林地震加速度记录。结果表明:其动力响应较复杂,受控于坡体形态、材质、地震波强度和频率等因素,在靠近海拔4000 m处冰碛物出现挤压破裂,而不是位于最前端的冰碛物前缘;在海拔5500 m时冰碛物与花岗片麻岩之间的切应变增量达到最大,远高于冰碛物后缘;该斜坡存在一条滑面且已经贯通,范围为海拔40005800 m,失稳类型为拉-剪。为进一步分析造成这种失稳形态的影响因素,引入共振的概念,使用公式计算及不同频率简谐波激励,得到该坡的固有频率处于0.09~1.89 Hz之间,其中44005500 m固有频率为0.2~0.6 Hz。而加速度放大效应受固有频率的影响,地震波主频与坡体海拔44005500 m固有频率重合度较高,产生同频共振现象,放大效应明显。通过分析,地震波在不同材质中的放大效应不同,冰碛物放大效应弱于花岗片麻岩。

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  • 图 1  则隆弄沟平面卫星图(引自omap 2023)

    Figure 1. 

    图 2  不同时期冰川冰碛物厚度及冰舌位置剖面图

    Figure 2. 

    图 3  1950年则隆弄沟震前地形剖面图

    Figure 3. 

    图 4  动力模型及监测点

    Figure 4. 

    图 5  地震动力加速度记录

    Figure 5. 

    图 6  动力条件下斜坡塑性区分布图

    Figure 6. 

    图 7  坡面监测点残余位移时程曲线

    Figure 7. 

    图 8  斜坡最大剪应变增量云图

    Figure 8. 

    图 9  多频率激励下水平位移频响曲线

    Figure 9. 

    图 10  边坡固有频率与Rg随材质及坡高变化折线图

    Figure 10. 

    表 1  不同时期冰舌海拔位置及冰川冰碛物厚度

    Table 1.  The thickness and elevation position of the ice tongue at different times

    时期 时间 冰舌海拔/m 冰碛物厚度/m
    末次冰期 1万年前 2850 300
    新冰期 1500年前 2 920~4 000 >150
    小冰期 400年前 2 950 >150
    21世纪 2020年 3 750 200~300
    21世纪 2022年 3 750 200~300
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  • [1]

    王志民,罗刚,王媛,等. 切割斜坡断层的几何形态对斜坡地震响应影响研究[J]. 水文地质工程地质,2023,50(6):147 − 157. [WANG Zhimin,LUO Gang,WANG Yuan,et al. A study of the influence of the crossing-slope fault geometry on the slope seismic response[J]. Hydrogeology & Engineering Geology,2023,50(6):147 − 157. (in Chinese with English abstract)]

    WANG Zhimin, LUO Gang, WANG Yuan, et al. A study of the influence of the crossing-slope fault geometry on the slope seismic response[J]. Hydrogeology & Engineering Geology, 2023, 50(6): 147 − 157. (in Chinese with English abstract)

    [2]

    殷跃平. 汶川八级地震滑坡特征分析[J]. 工程地质学报,2009,17(1):29 − 38. [YIN Yueping. Features of landslides triggered by the Wenchuan earthquake[J]. Journal of Engineering Geology,2009,17(1):29 − 38. (in Chinese with English abstract)] doi: 10.3969/j.issn.1004-9665.2009.01.004

    YIN Yueping. Features of landslides triggered by the Wenchuan earthquake[J]. Journal of Engineering Geology, 2009, 17(1): 29 − 38. (in Chinese with English abstract) doi: 10.3969/j.issn.1004-9665.2009.01.004

    [3]

    YIN Yueping,WANG Fawu,SUN Ping. Landslide hazards triggered by the 2008 Wenchuan earthquake,Sichuan,China[J]. Landslides,2009,6(2):139 − 152. doi: 10.1007/s10346-009-0148-5

    [4]

    HUNGR O,LEROUEIL S,PICARELLI L. The Varnes classification of landslide types,an update[J]. Landslides,2014,11(2):167 − 194. doi: 10.1007/s10346-013-0436-y

    [5]

    殷跃平,高少华. 高位远程地质灾害研究:回顾与展望[J]. 中国地质灾害与防治学报,2024,35(1):1 − 18. [YIN Yuepin,GAO Shaohua. Research on high-altitude and long-runout rockslides:Review and prospects[J]. The Chinese Journal of Geological Hazard and Control,2024,35(1):1 − 18. (in Chinese with English abstract)]

    YIN Yuepin, GAO Shaohua. Research on high-altitude and long-runout rockslides: Review and prospects[J]. The Chinese Journal of Geological Hazard and Control, 2024, 35(1): 1 − 18. (in Chinese with English abstract)

    [6]

    张文敬. 南迦巴瓦峰跃动冰川的某些特征[J]. 山地研究,1985,3(4):234 − 238. [ZHANG Wenjing. Some features of the surge glacier in the mt. Namjagbarwa[J]. Journal of Mountain Research,1985,3(4):234 − 238. (in Chinese with English abstract)]

    ZHANG Wenjing. Some features of the surge glacier in the mt. Namjagbarwa[J]. Journal of Mountain Research, 1985, 3(4): 234 − 238. (in Chinese with English abstract)

    [7]

    叶海林,黄润秋,郑颖人,等. 地震作用下边坡稳定性安全评价的研究[J]. 地下空间与工程学报,2009,5(6):1248 − 1252. [YE Hailin,HUANG Runqiu,ZHENG Yingren,et al. The study of safety evaluation on slope seismic stability[J]. Chinese Journal of Underground Space and Engineering,2009,5(6):1248 − 1252. (in Chinese with English abstract)] doi: 10.3969/j.issn.1673-0836.2009.06.034

    YE Hailin, HUANG Runqiu, ZHENG Yingren, et al. The study of safety evaluation on slope seismic stability[J]. Chinese Journal of Underground Space and Engineering, 2009, 5(6): 1248 − 1252. (in Chinese with English abstract) doi: 10.3969/j.issn.1673-0836.2009.06.034

    [8]

    郑颖人,叶海林,黄润秋. 地震边坡破坏机制及其破裂面的分析探讨[J]. 岩石力学与工程学报,2009,28(8):1714 − 1723. [ZHENG Yingren,YE Hailin,HUANG Runqiu. Analysis and discussion of failure mechanism and fracture surface of slope under earthquake[J]. Chinese Journal of Rock Mechanics and Engineering,2009,28(8):1714 − 1723. (in Chinese with English abstract)] doi: 10.3321/j.issn:1000-6915.2009.08.024

    ZHENG Yingren, YE Hailin, HUANG Runqiu. Analysis and discussion of failure mechanism and fracture surface of slope under earthquake[J]. Chinese Journal of Rock Mechanics and Engineering, 2009, 28(8): 1714 − 1723. (in Chinese with English abstract) doi: 10.3321/j.issn:1000-6915.2009.08.024

    [9]

    殷跃平,王文沛. 论滑坡地震力[J]. 工程地质学报,2014,22(4):586 − 600. [YIN Yueping,WANG Wenpei. Researches on seismic landslide stability analysis[J]. Journal of Engineering Geology,2014,22(4):586 − 600. (in Chinese with English abstract)]

    YIN Yueping, WANG Wenpei. Researches on seismic landslide stability analysis[J]. Journal of Engineering Geology, 2014, 22(4): 586 − 600. (in Chinese with English abstract)

    [10]

    邓涛,卢钦武,吴尚杰,等. 基于通用条分原理的锚框支护边坡地震动力稳定分析[J]. 工程地质学报,2019,27(3):601 − 607. [DENG Tao,LU Qinwu,WU Shangjie,et al. Seismic stability analysis for anchor-frame reinforced slope using general slice principle[J]. Journal of Engineering Geology,2019,27(3):601 − 607. (in Chinese with English abstract)]

    DENG Tao, LU Qinwu, WU Shangjie, et al. Seismic stability analysis for anchor-frame reinforced slope using general slice principle[J]. Journal of Engineering Geology, 2019, 27(3): 601 − 607. (in Chinese with English abstract)

    [11]

    周兴涛,韩金良,施凤根,等. 地形地貌对地震波放大效应数值模拟研究[J]. 工程地质学报,2014,22(6):1211 − 1220. [ZHOU Xingtao,HAN Jinliang,SHI Fenggen,et al. Numerical simulation for amplification effect of topography and geomorphology to seismic waves[J]. Journal of Engineering Geology,2014,22(6):1211 − 1220. (in Chinese with English abstract)]

    ZHOU Xingtao, HAN Jinliang, SHI Fenggen, et al. Numerical simulation for amplification effect of topography and geomorphology to seismic waves[J]. Journal of Engineering Geology, 2014, 22(6): 1211 − 1220. (in Chinese with English abstract)

    [12]

    祁生文,伍法权,孙进忠. 边坡动力响应规律研究[J]. 中国科学E辑:技术科学,2003,33(增刊1):28 − 40. [QI Shengwen,WU Faquan,SUN Jinzhong. Study on the dynamic response of slope[J]. Science in China Series E:Technological Sciences,2003,33(sup1):28 − 40. (in Chinese with English abstract)]

    QI Shengwen, WU Faquan, SUN Jinzhong. Study on the dynamic response of slope[J]. Science in China Series E: Technological Sciences, 2003, 33(sup1): 28 − 40. (in Chinese with English abstract)

    [13]

    祁生文. 单面边坡的两种动力反应形式及其临界高度[J]. 地球物理学报,2006,49(2):518 − 523. [QI Shengwen. Two patterns of dynamic responses of single-free-surface slopes and their threshold height[J]. Chinese Journal of Geophysics,2006,49(2):518 − 523. (in Chinese with English abstract)] doi: 10.3321/j.issn:0001-5733.2006.02.026

    QI Shengwen. Two patterns of dynamic responses of single-free-surface slopes and their threshold height[J]. Chinese Journal of Geophysics, 2006, 49(2): 518 − 523. (in Chinese with English abstract) doi: 10.3321/j.issn:0001-5733.2006.02.026

    [14]

    王文沛,李滨,冯振,等. 考虑场地效应的高陡岩质斜坡地震失稳机制[J]. 岩土力学,2019,40(1):297 − 304. [WANG Wenpei,LI Bin,FENG Zhen,et al. Failure mechanism of a high-steep rock slope considering site effect[J]. Rock and Soil Mechanics,2019,40(1):297 − 304. (in Chinese with English abstract)]

    WANG Wenpei, LI Bin, FENG Zhen, et al. Failure mechanism of a high-steep rock slope considering site effect[J]. Rock and Soil Mechanics, 2019, 40(1): 297 − 304. (in Chinese with English abstract)

    [15]

    刘铮,李滨,贺凯,等. 地震作用下高陡岩质斜坡动力响应规律研究[J]. 地质力学学报,2020,26(1):115 − 124. [LIU Zheng,LI Bin,HE Kai,et al. Research of dynamic response patterns of high steep rock slope under earthquake effects[J]. Journal of Geomechanics,2020,26(1):115 − 124. (in Chinese with English abstract)] doi: 10.12090/j.issn.1006-6616.2020.26.01.012

    LIU Zheng, LI Bin, HE Kai, et al. Research of dynamic response patterns of high steep rock slope under earthquake effects[J]. Journal of Geomechanics, 2020, 26(1): 115 − 124. (in Chinese with English abstract) doi: 10.12090/j.issn.1006-6616.2020.26.01.012

    [16]

    言志信,张学东,张森,等. 基于双向地震作用下边坡共振特性与固有频率研究[J]. 水文地质工程地质,2011,38(2):46 − 51. [YAN Zhixin,ZHANG Xuedong,ZHANG Sen,et al. Study on resonance characteristics and natural frequency of slope under bi-directional seismic action[J]. Hydrogeology & Engineering Geology,2011,38(2):46 − 51. (in Chinese with English abstract)] doi: 10.3969/j.issn.1000-3665.2011.02.008

    YAN Zhixin, ZHANG Xuedong, ZHANG Sen, et al. Study on resonance characteristics and natural frequency of slope under bi-directional seismic action[J]. Hydrogeology & Engineering Geology, 2011, 38(2): 46 − 51. (in Chinese with English abstract) doi: 10.3969/j.issn.1000-3665.2011.02.008

    [17]

    杨国香,伍法权,董金玉,等. 地震作用下岩质边坡动力响应特性及变形破坏机制研究[J]. 岩石力学与工程学报,2012,31(4):696 − 702. [YANG Guoxiang,WU Faquan,DONG Jinyu,et al. Study of dynamic response characters and failure mechanism of rock slope under earthquake[J]. Chinese Journal of Rock Mechanics and Engineering,2012,31(4):696 − 702. (in Chinese with English abstract)] doi: 10.3969/j.issn.1000-6915.2012.04.008

    YANG Guoxiang, WU Faquan, DONG Jinyu, et al. Study of dynamic response characters and failure mechanism of rock slope under earthquake[J]. Chinese Journal of Rock Mechanics and Engineering, 2012, 31(4): 696 − 702. (in Chinese with English abstract) doi: 10.3969/j.issn.1000-6915.2012.04.008

    [18]

    WU Bingsheng,CHUANG Ray Y,CHEN Yichin,et al. Characteristics of landslides Triggered by the 2013 Ml6.5 Nantou,Taiwan earthquake[J]. Earth,Planets and Space,2022,74(1):7.

    [19]

    MITANI Y,WANG Fawu,OKEKE A C,et al. Dynamic analysis of earthquake amplification effect of slopes in different topographic and geological conditions by using ABAQUS[M]//Environmental Science and Engineering. Berlin,Heidelberg:Springer Berlin Heidelberg,2012:469 − 490.

    [20]

    HOVIUS N,MEUNIER P,LIN C W,et al. Prolonged seismically induced erosion and the mass balance of a large earthquake[J]. Earth and Planetary Science Letters,2011,304(3/4):347 − 355.

    [21]

    MARC O,HOVIUS N,MEUNIER P. The mass balance of earthquakes and earthquake sequences[J]. Geophysical Research Letters,2016,43(8):3708 − 3716. doi: 10.1002/2016GL068333

    [22]

    FAN Xuanmei,SCARINGI G,KORUP O,et al. Earthquake-induced chains of geologic hazards:Patterns,mechanisms,and impacts[J]. Reviews of Geophysics,2019,57(2):421 − 503. doi: 10.1029/2018RG000626

    [23]

    蔡国军,陈锡锐,孙文鹏,等. 强震作用下斜坡表面放大效应的三维离散元模拟[J]. 地质科技通报,2022,41(2):104 − 112. [CAI Guojun,CHEN Xirui,SUN Wenpeng,et al. Three-dimensional discrete element simulation of the amplification effect of the slope surface under the action of strong earthquakes[J]. Bulletin of Geological Science and Technology,2022,41(2):104 − 112. (in Chinese with English abstract)]

    CAI Guojun, CHEN Xirui, SUN Wenpeng, et al. Three-dimensional discrete element simulation of the amplification effect of the slope surface under the action of strong earthquakes[J]. Bulletin of Geological Science and Technology, 2022, 41(2): 104 − 112. (in Chinese with English abstract)

    [24]

    韩立明. 雅鲁藏布江卧龙至直白河段地质灾害发育特征及危险性评价[D]. 成都:成都理工大学,2018. [HAN Liming. Development characteristics and risk assessment of geological hazards in the section from Wolong to Zhibai River in the Brahmaputra River[D]. Chengdu:Chengdu University of Technology,2018. (in Chinese with English abstract)]

    HAN Liming. Development characteristics and risk assessment of geological hazards in the section from Wolong to Zhibai River in the Brahmaputra River[D]. Chengdu: Chengdu University of Technology, 2018. (in Chinese with English abstract)

    [25]

    高少华,殷跃平,李滨,等. 雅鲁藏布江大峡谷则隆弄高位冰岩崩灾害链动力学特征[J]. 工程地质学报,2024,32(3):996 − 1009. [GAO Shaohua,YIN Yueping,LI Bin,et al. Dynamic characteristics of the rock-ice avalanche disaster chain in the Zelongnong Basin,Yarlung Zangbo River canyon region[J]. Journal of Engineering Geology,2024,32(3):996 − 1009. (in Chinese with English abstract)]

    GAO Shaohua, YIN Yueping, LI Bin, et al. Dynamic characteristics of the rock-ice avalanche disaster chain in the Zelongnong Basin, Yarlung Zangbo River canyon region[J]. Journal of Engineering Geology, 2024, 32(3): 996 − 1009. (in Chinese with English abstract)

    [26]

    张文敬. 南迦巴瓦峰的跃动冰川[J]. 冰川冻土,1983,5(4):75 − 76. [ZHANG Wenjing. A surging glacier in the Nanjiabawa peak area,Himalayas[J]. Journal of Glaciology and Geocryology,1983,5(4):75 − 76. (in Chinese with English abstract)]

    ZHANG Wenjing. A surging glacier in the Nanjiabawa peak area, Himalayas[J]. Journal of Glaciology and Geocryology, 1983, 5(4): 75 − 76. (in Chinese with English abstract)

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出版历程
收稿日期:  2024-09-13
修回日期:  2024-11-26
录用日期:  2024-11-27
刊出日期:  2024-12-25

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