ISSN 1003-8035
CN 11-2852/P
| Citation: |
WAN Jiawei，LI Bin，GAO Yang，et al. Characteristics, hazard conditions, and research progress of shattered mountains in the Yarlung Zangbo Suture Belt, Tibet, China[J]. The Chinese Journal of Geological Hazard and Control，2024，35(0): 1-10. DOI: 10.16031/j.cnki.issn.1003-8035.202410028
|
Shattered mountains in the Yarlung Zangbo Suture Belt, Tibet, were formed by the collision movement of Indo-Eurasian plates superimposed with recent strong seismic activities. They are characterized by complex lithologic structures, strong tectonic actions, and significant deformation, which are beneficial to failure under certain extreme mechanical conditions. Thus, the shattered mountain problem becomes one of the major geological safety challenges in the construction and operation of the border towns and major engineering projects. Based on field investigation and geological explorations, this paper deeply analyzed the characteristics of the shattered mountains in the Yarlung Zangbo Suture Belt. Hazard conditions were summarized from three aspects: lithological combination, tectonic activities, and rock mass structure. Moreover, this paper overviewed the latest research results, including engineering geological properties of rock masses in suture zones, structural characteristics of the shattered mountains, seismic dynamic responses of mountain slopes, mountain failure mechanism induced by strong earthquakes, and relative research methods. Main conclusions include: 1) The shattered mountains in the Yarlung Zangbo Suture Belt are controlled by the Motuo active fault system and were subjected to the Great Chayu M 8.6 earthquake in 1950; the mountain structures were loosened, and the rock masses were deformed, which were prone to large-scale instability under intense disturbance. 2) The scattered mountains in the Yarlung Zangbo Suture Belt have special disaster-prone geological structures, and the favorable conditions are mainly governed by the particular lithological combination, strong tectonic activity, and loose rock mass structure. 3) At present, it is urgent to establish a detailed geomechanical model of the shattered mountains in the Yarlung Zangbo Suture Belt, to analyze the damage and failure mechanism of the tectonic mélange rock masses, and to explain the dynamic response and instability mechanism of the shattered mountains in the suture zone under strong earthquakes. In the end, it is suggested to choose Badengze Mountain in Motuo county as the key study case to systematically analyze the failure mechanism of the shattered mountains in the Yarlung Zangbo Suture Belt, which would support the prevention and reduction of major geological disasters on the Qinghai-Tibet Plateau.
| [1] |
BILHAM R,ENGLAND P. Plateau ‘pop-up’ in the great 1897 Assam earthquake[J]. Nature,2001,410:806 − 809. DOI: 10.1038/35071057
|
| [2] |
YIN Y P,LI B,GAO Y,et al. Geostructures,dynamics and risk mitigation of high-altitude and long-runout rockslides[J]. Journal of Rock Mechanics and Geotechnical Engineering,2023,15(1):66 − 101. DOI: 10.1016/j.jrmge.2022.11.001
|
| [3] |
COUDURIER-CURVEUR A,TAPPONNIER P,OKAL E,et al. A composite rupture model for the great 1950 Assam earthquake across the cusp of the East Himalayan Syntaxis[J]. Earth and Planetary Science Letters,2020,531:115928. DOI: 10.1016/j.jpgl.2019.115928
|
| [4] |
李滨,殷跃平,谭成轩,等. 喜马拉雅东构造结工程选址面临的地质安全挑战[J]. 地质力学学报,2022,28(6):907 − 918. [LI Bin,YIN Yueping,TAN Chengxuan,et al. Geo-safety challenges against the site selection of engineering projects in the eastern Himalayan syntaxis area[J]. Journal of Geomechanics,2022,28(6):907 − 918. (in Chinese with English abstract)]
LI Bin, YIN Yueping, TAN Chengxuan, et al. Geo-safety challenges against the site selection of engineering projects in the eastern Himalayan syntaxis area［J］. Journal of Geomechanics, 2022, 28（6）: 907 − 918. （in Chinese with English abstract）
|
| [5] |
张永双,巴仁基,任三绍,等. 中国西藏金沙江白格滑坡的地质成因分析[J]. 中国地质,2020,47(6):1637 − 1645. [ZHANG Yongshuang,BA Renji,REN Sanshao,et al. An analysis of geo-mechanism of the Baige landslide in Jinsha River,Tibet[J]. Geology in China,2020,47(6):1637 − 1645. (in Chinese with English abstract)]
ZHANG Yongshuang, BA Renji, REN Sanshao, et al. An analysis of geo-mechanism of the Baige landslide in Jinsha River, Tibet［J］. Geology in China, 2020, 47（6）: 1637 − 1645. （in Chinese with English abstract）
|
| [6] |
YIN Y P,CHENG Y L,LIANG J T,et al. Heavy-rainfall-induced catastrophic rockslide-debris flow at Sanxicun,Dujiangyan,after the Wenchuan Ms 8.0 earthquake[J]. Landslides,2016,13(1):9 − 23. DOI: 10.1007/s10346-015-0554-9
|
| [7] |
GAO Y,YIN Y P,LI B,et al. Characteristics and numerical runout modeling of the heavy rainfall-induced catastrophic landslide–debris flow at Sanxicun,Dujiangyan,China,following the Wenchuan Ms 8.0 earthquake[J]. Landslides,2017,14(4):1361 − 1374. DOI: 10.1007/s10346-016-0793-4
|
| [8] |
殷跃平,王文沛,张楠,等. 强震区高位滑坡远程灾害特征研究——以四川茂县新磨滑坡为例[J]. 中国地质,2017,44(5):827 − 841. [YIN Yueping,WANG Wenpei,ZHANG Nan,et al. Long runout geological disaster initiated by the ridge-top rockslide in a strong earthquake area:a case study of the xinmo landslide in Maoxian County,Sichuan Province[J]. Geology in China,2017,44(5):827 − 841. (in Chinese with English abstract)]
YIN Yueping, WANG Wenpei, ZHANG Nan, et al. Long runout geological disaster initiated by the ridge-top rockslide in a strong earthquake area: a case study of the xinmo landslide in Maoxian County, Sichuan Province［J］. Geology in China, 2017, 44（5）: 827 − 841. （in Chinese with English abstract）
|
| [9] |
何思明,白秀强,欧阳朝军,等. 四川省茂县叠溪镇新磨村特大滑坡应急科学调查[J]. 山地学报,2017,35(4):598 − 603. [HE Siming,BAI Xiuqiang,OUYANG Chaojun,et al. On the survey of giant landslide at xinmo village of diexi town,Maoxian country,Sichuan Province,China[J]. Mountain Research,2017,35(4):598 − 603. (in Chinese with English abstract)]
HE Siming, BAI Xiuqiang, OUYANG Chaojun, et al. On the survey of giant landslide at xinmo village of diexi town, Maoxian country, Sichuan Province, China［J］. Mountain Research, 2017, 35（4）: 598 − 603. （in Chinese with English abstract）
|
| [10] |
许志琴,蔡志慧,张泽明,等. 喜马拉雅东构造结——南迦巴瓦构造及组构运动学[J]. 岩石学报,2008,24(7):1463 − 1476. [XU Zhiqin,CAI Zhihui,ZHANG Zeming,et al. Tectonics and fabric kinematics of the Namche Barwa terrane,Eastern Himalayan Syntaxis[J]. Acta Petrologica Sinica,2008,24(7):1463 − 1476. (in Chinese with English abstract)]
XU Zhiqin, CAI Zhihui, ZHANG Zeming, et al. Tectonics and fabric kinematics of the Namche Barwa terrane, Eastern Himalayan Syntaxis［J］. Acta Petrologica Sinica, 2008, 24（7）: 1463 − 1476. （in Chinese with English abstract）
|
| [11] |
SEWARD D,BURG J P. Growth of the namche barwa syntaxis and associated evolution of the Tsangpo gorge:constraints from structural and thermochronological data[J]. Tectonophysics,2008,451(1/2/3/4):282 − 289.
|
| [12] |
丁林,钟大赉. 印度与欧亚板块碰撞以来东喜马拉雅构造结的演化[J]. 地质科学,2013,48(2):317 − 333. [DING Lin,ZHONG Dala. The tectonic evolution of the eastern Himalaya syntaxis since the collision of the Indian and Eurasian plates[J]. Chinese Journal of Geology (Scientia Geologica Sinica),2013,48(2):317 − 333. (in Chinese with English abstract)]
DING Lin, ZHONG Dala. The tectonic evolution of the eastern Himalaya syntaxis since the collision of the Indian and Eurasian plates［J］. Chinese Journal of Geology （Scientia Geologica Sinica）, 2013, 48（2）: 317 − 333. （in Chinese with English abstract）
|
| [13] |
西藏自治区科学技术委员会国家地震局科技监测司. 西藏察隅当雄大地震[M]. 拉萨:西藏人民出版社,1988. [Science and Technology Commission of Tibet Autonomous Region,and Department of Science and Technology Monitoring,National Earthquake Administration. Dangxiong earthquake in Chayu,Tibet[M]. Lhasa:Tibet People's Publishing House,1988. (in Chinese)]
Science and Technology Commission of Tibet Autonomous Region, and Department of Science and Technology Monitoring, National Earthquake Administration. Dangxiong earthquake in Chayu, Tibet［M］. Lhasa: Tibet People's Publishing House, 1988. （in Chinese）
|
| [14] |
HU K H,ZHANG X P,YOU Y,et al. Landslides and dammed lakes triggered by the 2017 Ms6.9 Milin earthquake in the Tsangpo gorge[J]. Landslides,2019,16(5):993 − 1001. DOI: 10.1007/s10346-019-01168-w
|
| [15] |
GAO H Y,YIN Y P,LI B,et al. Geomorphic evolution of the Sedongpu Basin after catastrophic ice and rock avalanches triggered by the 2017 Ms6.9 Milin earthquake in the Yarlung Zangbo River area,China[J]. Landslides,2023,20(11):2327 − 2341. DOI: 10.1007/s10346-023-02118-3
|
| [16] |
KALENDER A,SONMEZ H,MEDLEY E,et al. An approach to predicting the overall strengths of unwelded bimrocks and bimsoils[J]. Engineering Geology,2014,183:65 − 79. DOI: 10.1016/j.enggeo.2014.10.007
|
| [17] |
CLARKE A P,VANNUCCHI P. Structural anisotropy:Using image analysis to quantify block-in-matrix fabrics[J]. Journal of Structural Geology,2020,131:103939. DOI: 10.1016/j.jsg.2019.103939
|
| [18] |
OGATA K,FESTA A,PINI G A,et al. Mélanges in flysch-type formations:reviewing geological constraints for a better understanding of complex formations with block-in-matrix fabric[J]. Engineering Geology,2021,293:106289. DOI: 10.1016/j.enggeo.2021.106289
|
| [19] |
KHORASANI E,AMINI M,HOSSAINI M F,et al. Statistical analysis of bimslope stability using physical and numerical models[J]. Engineering Geology,2019,254:13 − 24. DOI: 10.1016/j.enggeo.2019.03.023
|
| [20] |
NAPOLI M L,FESTA A,BARBERO M. Practical classification of geotechnically complex formations with block-in-matrix fabrics[J]. Engineering Geology,2022,301:106595. DOI: 10.1016/j.enggeo.2022.106595
|
| [21] |
SONMEZ H,ERCANOGLU M,KALENDER A,et al. Predicting uniaxial compressive strength and deformation modulus of volcanic bimrock considering engineering dimension[J]. International Journal of Rock Mechanics and Mining Sciences,2016,86:91 − 103. DOI: 10.1016/j.ijrmms.2016.03.022
|
| [22] |
AVŞAR E. An experimental investigation of shear strength behavior of a welded bimrock by meso-scale direct shear tests[J]. Engineering Geology,2021,294:106321. DOI: 10.1016/j.enggeo.2021.106321
|
| [23] |
韩文峰. 黄河黑山峡大柳树松动岩体工程地质研究[M]. 兰州:甘肃科学技术出版社,1993. [HAN Wenfeng. Engineering geological study on loose rock mass of Daliushu in Heishanxia of the Yellow River[M]. Lanzhou:Gansu Science & Technology Press,1993. (in Chinese)]
HAN Wenfeng. Engineering geological study on loose rock mass of Daliushu in Heishanxia of the Yellow River［M］. Lanzhou: Gansu Science & Technology Press, 1993. （in Chinese）
|
| [24] |
谌文武,梁收运,刘高,等. 松动岩体的工程特性研究[J]. 岩石力学与工程学报,2000,19(6):751 − 755. [CHEN Wenwu,LIANG Shouyun,LIU Gao,et al. Study on engineering characteristics of the dynamo-relaxed rockmass[J]. Chinese Journal of Rock Mechanics and Engineering,2000,19(6):751 − 755. (in Chinese with English abstract)] DOI: 10.3321/j.issn:1000-6915.2000.06.014
CHEN Wenwu, LIANG Shouyun, LIU Gao, et al. Study on engineering characteristics of the dynamo-relaxed rockmass［J］. Chinese Journal of Rock Mechanics and Engineering, 2000, 19（6）: 751 − 755. （in Chinese with English abstract） DOI: 10.3321/j.issn:1000-6915.2000.06.014
|
| [25] |
王勇智,戚炜,门玉明,等. 黄河大柳树坝址岩体破坏机制动力模拟试验分析[J]. 地球科学与环境学报,2004,26(2):54 − 58. [WANG Yongzhi,QI Wei,MEN Yuming,et al. Dynamic simulation test analysis on destructive mechanism of rock mass at Daliushu dam site of Huanghe River[J]. Journal of Earth Science and Enivronmental,2004,26(2):54 − 58. (in Chinese with English abstract)] DOI: 10.3969/j.issn.1672-6561.2004.02.013
WANG Yongzhi, QI Wei, MEN Yuming, et al. Dynamic simulation test analysis on destructive mechanism of rock mass at Daliushu dam site of Huanghe River［J］. Journal of Earth Science and Enivronmental, 2004, 26（2）: 54 − 58. （in Chinese with English abstract） DOI: 10.3969/j.issn.1672-6561.2004.02.013
|
| [26] |
YIN Y P,WANG W P,ZHANG N,et al. The June 2017 Maoxian landslide:Geological disaster in an earthquake area after the Wenchuan ms 8.0 earthquake[J]. Science China Technological Sciences,2017,60(11):1762 − 1766. DOI: 10.1007/s11431-017-9148-2
|
| [27] |
JIN K P,XING A G,BILAL M. Plane morphometric analysis of particles using an automatic image analysis system:a case study of the xinmo landslide[J]. Granular Matter,2023,26(1):4.
|
| [28] |
LI T T,PEI X J,GUO J,et al. An energy-based fatigue damage model for sandstone subjected to cyclic loading[J]. Rock Mechanics and Rock Engineering,2020,53(11):5069 − 5079. DOI: 10.1007/s00603-020-02209-w
|
| [29] |
信春雷,杨飞,冯文凯,等. 多期地震作用的台阶式顺层岩质边坡震裂破坏机制[J]. 岩土力学,2023,44(12):3481 − 3494. [XIN Chunlei,YANG Fei,FENG Wenkai,et al. Shattering failure mechanism of step-like bedding rock slope under multi-stage earthquake excitations[J]. Rock and Soil Mechanics,2023,44(12):3481 − 3494. (in Chinese with English abstract)]
XIN Chunlei, YANG Fei, FENG Wenkai, et al. Shattering failure mechanism of step-like bedding rock slope under multi-stage earthquake excitations［J］. Rock and Soil Mechanics, 2023, 44（12）: 3481 − 3494. （in Chinese with English abstract）
|
| [30] |
HE J X,WANG Y S,ZHAO J J,et al. Seismic response of an irregular slope containing surficial weak layer and internal fractures in Dadu River,Southwest China[J]. Landslides,2024,21(3):621 − 640. DOI: 10.1007/s10346-023-02171-y
|
| [31] |
翁文灏. 民国九年十二月十六日甘肃的地震[J]. 科学,1922,7(2):105 − 114. [WENG Wenhao. Earthquake in Gansu on December 16,the 9th year of the Republic of China[J]. Science,1922,7(2):105 − 114. (in Chinese)]
WENG Wenhao. Earthquake in Gansu on December 16, the 9th year of the Republic of China［J］. Science, 1922, 7（2）: 105 − 114. （in Chinese）
|
| [32] |
胡聿贤,孙平善,章在墉,等. 场地条件对震害和地震动的影响[J]. 地震工程与工程振动,1980(0):34 − 41. [HU Yuxian,SUN Pingshan,ZHANG Zaiyong,et al. Effects of site conditions on earthquake damage and ground motion[J]. Earthquake Engineering and Engineering Vibration,1980(0):34 − 41. (in Chinese with English abstract)]
HU Yuxian, SUN Pingshan, ZHANG Zaiyong, et al. Effects of site conditions on earthquake damage and ground motion［J］. Earthquake Engineering and Engineering Vibration, 1980（0）: 34 − 41. （in Chinese with English abstract）
|
| [33] |
ASHFORD S A,SITAR N,LYSMER J,et al. Topographic effects on the seismic response of steep slopes[J]. Bulletin of the Seismological Society of America,1997,87(3):701 − 709. DOI: 10.1785/BSSA0870030701
|
| [34] |
ZHU C,XU J J,HE M C,et al. Amplification of ground vibration on a rocky hill and its environs under cylindrical SH waves[J]. Rock Mechanics and Rock Engineering,2024,57(4):2727 − 2738. DOI: 10.1007/s00603-023-03711-7
|
| [35] |
LIU H X,XU Q,LI Y R. Effect of lithology and structure on seismic response of steep slope in a shaking table test[J]. Journal of Mountain Science,2014,11(2):371 − 383. DOI: 10.1007/s11629-013-2790-6
|
| [36] |
YANG G X,QI S W,WU F Q,et al. Seismic amplification of the anti-dip rock slope and deformation characteristics:a large-scale shaking table test[J]. Soil Dynamics and Earthquake Engineering,2018,115:907 − 916. DOI: 10.1016/j.soildyn.2017.09.010
|
| [37] |
SONG D Q,ZHANG S,LIU C,et al. Cumulative damage evolution of jointed slopes subject to continuous earthquakes:influence of joint type on dynamic amplification effect and failure mode of slopes[J]. Computers and Geotechnics,2024,166:106016. DOI: 10.1016/j.compgeo.2023.106016
|
| [38] |
殷跃平,王猛,李滨,等. 汶川地震大光包滑坡动力响应特征研究[J]. 岩石力学与工程学报,2012,31(10):1969 − 1982. [YIN Yueping,WANG Meng,LI Bin,et al. Dynamic response characteristics of daguangbao landslide triggered by Wenchuan earthquake[J]. Chinese Journal of Rock Mechanics and Engineering,2012,31(10):1969 − 1982. (in Chinese with English abstract)]
YIN Yueping, WANG Meng, LI Bin, et al. Dynamic response characteristics of daguangbao landslide triggered by Wenchuan earthquake［J］. Chinese Journal of Rock Mechanics and Engineering, 2012, 31（10）: 1969 − 1982. （in Chinese with English abstract）
|
| [39] |
黄润秋,张伟锋,裴向军. 大光包滑坡工程地质研究[J]. 工程地质学报,2014,22(4):557 − 585. [HUANG Runqiu,ZHANG Weifeng,PEI Xiangjun. Engineering geological study on daguangbao landslide[J]. Journal of Engineering Geology,2014,22(4):557 − 585. (in Chinese with English abstract)]
HUANG Runqiu, ZHANG Weifeng, PEI Xiangjun. Engineering geological study on daguangbao landslide［J］. Journal of Engineering Geology, 2014, 22（4）: 557 − 585. （in Chinese with English abstract）
|
| [40] |
裴向军,朱凌,崔圣华,等. 大光包滑坡层间错动带液化特性及滑坡启动成因探讨[J]. 岩土力学,2019,40(3):1085 − 1096. [PEI Xiangjun,ZHU Ling,CUI Shenghua,et al. Liquefaction characteristics of interlayer dislocation zone of Daguangbao landslide and its start-up cause[J]. Rock and Soil Mechanics,2019,40(3):1085 − 1096. (in Chinese with English abstract)]
PEI Xiangjun, ZHU Ling, CUI Shenghua, et al. Liquefaction characteristics of interlayer dislocation zone of Daguangbao landslide and its start-up cause［J］. Rock and Soil Mechanics, 2019, 40（3）: 1085 − 1096. （in Chinese with English abstract）
|
| [41] |
TANG H M,JIA H B,HU X L,et al. Characteristics of landslides induced by the great Wenchuan earthquake[J]. Journal of Earth Science,2010,21(1):104 − 113. DOI: 10.1007/s12583-010-0008-1
|
| [42] |
崔芳鹏,许强,殷跃平,等. 基于带状震源破裂机制的斜坡动力响应[J]. 岩土力学,2018,39(1):320 − 330. [CUI Fangpeng,XU Qiang,YIN Yueping,et al. Dynamic response of slope based on fracture mechanisms of strip-shape hypocenter[J]. Rock and Soil Mechanics,2018,39(1):320 − 330. (in Chinese with English abstract)]
CUI Fangpeng, XU Qiang, YIN Yueping, et al. Dynamic response of slope based on fracture mechanisms of strip-shape hypocenter［J］. Rock and Soil Mechanics, 2018, 39（1）: 320 − 330. （in Chinese with English abstract）
|
| [43] |
FERNÁNDEZ F,VARGAS E,MULLER A L,et al. Material point method modeling in 3D of the failure and Run-out processes of the Daguangbao landslide[J]. Acta Geotechnica,2024,19(7):4277 − 4296. DOI: 10.1007/s11440-023-02152-4
|
| [44] |
QI S W,ZHENG B W,WU F Q,et al. A new dynamic direct shear testing device on rock joints[J]. Rock Mechanics and Rock Engineering,2020,53(10):4787 − 4798. DOI: 10.1007/s00603-020-02175-3
|
| [45] |
PARK J,PARK M,CHAE Y,et al. Dynamic cyclic loading tests for investigating the influence of loading rate and axial force on the lateral response of RC columns[J]. Earthquake Engineering & Structural Dynamics,2024,53(4):1537 − 1551.
|
| [46] |
杜修力,路德春. 土动力学与岩土地震工程研究进展[J]. 岩土力学,2011,32(增刊2):10 − 20. [DU Xiuli,LU Dechun. Advances in soil dynamics and geotechnical earthquake engineering[J]. Rock and Soil Mechanics,2011,32(Sup 2):10 − 20. (in Chinese)]
DU Xiuli, LU Dechun. Advances in soil dynamics and geotechnical earthquake engineering［J］. Rock and Soil Mechanics, 2011, 32（Sup 2）: 10 − 20. （in Chinese）
|
| [47] |
黄润秋,李果,巨能攀. 层状岩体斜坡强震动力响应的振动台试验[J]. 岩石力学与工程学报,2013,32(5):865 − 875. [HUANG Runqiu,LI Guo,JU Nengpan. Shaking table test on strong earthquake response of stratified rock slopes[J]. Chinese Journal of Rock Mechanics and Engineering,2013,32(5):865 − 875. (in Chinese with English abstract)] DOI: 10.3969/j.issn.1000-6915.2013.05.003
HUANG Runqiu, LI Guo, JU Nengpan. Shaking table test on strong earthquake response of stratified rock slopes［J］. Chinese Journal of Rock Mechanics and Engineering, 2013, 32（5）: 865 − 875. （in Chinese with English abstract） DOI: 10.3969/j.issn.1000-6915.2013.05.003
|
| [48] |
CHEN J C,CHE A L,WANG L M,et al. Investigating the failure mechanism of loess-mudstone landslides with a high water content interface subjected to earthquakes through the shaking table test[J]. Soil Dynamics and Earthquake Engineering,2024,177:108406. DOI: 10.1016/j.soildyn.2023.108406
|
| [49] |
徐文杰,陈祖煜,何秉顺,等. 肖家桥滑坡堵江机制及灾害链效应研究[J]. 岩石力学与工程学报,2010,29(5):933 − 942. [XU Wenjie,CHEN Zuyu,HE Bingshun,et al. Research on river-blocking mechanism of Xiaojiaqiao landslide and disasters of chain effects[J]. Chinese Journal of Rock Mechanics and Engineering,2010,29(5):933 − 942. (in Chinese with English abstract)]
XU Wenjie, CHEN Zuyu, HE Bingshun, et al. Research on river-blocking mechanism of Xiaojiaqiao landslide and disasters of chain effects［J］. Chinese Journal of Rock Mechanics and Engineering, 2010, 29（5）: 933 − 942. （in Chinese with English abstract）
|
| [50] |
ZHANG Y B,YIN Y P,XING A G,et al. On frictional heating and pore pressure generation:implications for coseismic landslides hypermobility[J]. Computers and Geotechnics,2022,150:104899. DOI: 10.1016/j.compgeo.2022.104899
|
| [51] |
FENG Z Y,LU Y R,SHEN Z R. A numerical simulation of seismic signals of coseismic landslides[J]. Engineering Geology,2021,289:106191. DOI: 10.1016/j.enggeo.2021.106191
|
| [52] |
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）
|
| [53] |
王斌,冯夏庭,潘鹏志,等. 物质点法在边坡稳定性评价中的应用研究[J]. 岩石力学与工程学报,2017,36(9):2146 − 2155. [WANG Bin,FENG Xiating,PAN Pengzhi,et al. Slope failure analysis using the material point method[J]. Chinese Journal of Rock Mechanics and Engineering,2017,36(9):2146 − 2155. (in Chinese with English abstract)]
WANG Bin, FENG Xiating, PAN Pengzhi, et al. Slope failure analysis using the material point method［J］. Chinese Journal of Rock Mechanics and Engineering, 2017, 36（9）: 2146 − 2155. （in Chinese with English abstract）
|
| [54] |
HE M C,RIBEIRO E SOUSA L,MÜLLER A,et al. Numerical and safety considerations about the Daguangbao landslide induced by the 2008 Wenchuan earthquake[J]. Journal of Rock Mechanics and Geotechnical Engineering,2019,11(5):1019 − 1035. DOI: 10.1016/j.jrmge.2019.05.004
|
| 1. |
杨勇杰, 胡祥祥, 王鹏, 石亚亚, 宋宝, 吴成永, 于志远. 基于CNN-BiLSTM模型融合BKA优化算法的地面沉降预测. 全球定位系统. 2025(04)
| |
| 2. |
薛紫萱, 曾敏, 赵信文, 张傲, 黎义勇, 何军, 王世昌, 江拓, 孙慧敏, 皮鹏程. 基于InSAR数据源的珠江三角洲平原区地面沉降风险评价与区划. 华南地质. 2025(02)
| |
| 3. |
崔晓宇, 宋维静, 黄靖雯, 刘涛. 基于复杂网络的江汉区地表形变与影响因素分析. 测绘工程. 2025(04)
| |
| 4. |
温浩，高峰，胡在凰，赵团芝，姚顺雨，王占博. 地面沉降InSAR监测数据融合方法——以宁波市为例. 测绘通报. 2024(S2): 12-16 .
| |
| 5. |
李长山，迟帅. 基于时序InSAR遥感监测的中山市软土地面沉降特征及成因研究. 地质灾害与环境保护. 2024(04): 31-38 .
|
Email alert
RSS
DownLoad: