Volume 32 Issue 3
Jun.  2026
Turn off MathJax
Article Contents
HUANG T,WU Z H,HAN S,et al.,2026. Liquefaction-induced large-scale ground deformation triggered by the 7 January 2025 MS 6.8 Dingri earthquake: characteristics and formation mechanisms[J]. Journal of Geomechanics,32(3):581−602 doi: 10.12090/j.issn.1006-6616.2026047
Citation: HUANG T,WU Z H,HAN S,et al.,2026. Liquefaction-induced large-scale ground deformation triggered by the 7 January 2025 MS 6.8 Dingri earthquake: characteristics and formation mechanisms[J]. Journal of Geomechanics,32(3):581−602 doi: 10.12090/j.issn.1006-6616.2026047

Liquefaction-induced large-scale ground deformation triggered by the 7 January 2025 MS 6.8 Dingri earthquake: characteristics and formation mechanisms

doi: 10.12090/j.issn.1006-6616.2026047
Funds:  This research was financially supported by the Young Scientists Fund of the National Natural Science Foundation of China (Grant No. 42402229), the National Natural Science Foundation of China (Grant Nos. 42472287 and 42202259), and the Geological Survey Project of the China Geological Survey (Grant No. DD202601103304).
More Information
  • Received: 2026-04-14
  • Revised: 2026-05-14
  • Accepted: 2026-05-20
  • Available Online: 2026-05-20
  • Published: 2026-06-28
  •   Objective  In liquefaction-susceptible geological settings, the spatial superimposition of earthquake-induced liquefaction and coseismic fault rupture renders the genetic attribution of surface deformation highly ambiguous, yet systematic field diagnostic criteria and a unified geomechanical framework remain elusive.   Methods  Integrating field emergency surveys, high-resolution remote sensing image interpretation, unmanned aerial vehicle (UAV) photogrammetry, and borehole–trench investigations with regional geological and hydrogeological context, this study systematically characterizes the spatial distribution and controlling mechanisms of large-scale surface deformation triggered by the 7 January 2025 MS 6.8 Dingri, Tibet earthquake.   Results  Our results show that the extensive surface deformation along the eastern shore of Dengmecuo Lake to the Pengqu River is dominated by liquefaction-induced lateral spreading rather than coseismic tectonic surface rupture; small-scale coseismic surface ruptures occur locally along the eastern lake shore; and north of Nixiacuo, coseismic surface rupture predominates, with superimposed liquefaction deformation. The spatial extent of liquefaction-induced lateral spreading is governed by two topographic configurations: free-face conditions in river valleys, and gently sloping ground on low-gradient alluvial–lacustrine plains. Earthquake-induced liquefaction substantially reduces the shear strength of water-saturated sandy sediments and, driven by the combined effects of seismic inertia and gravity, triggers lateral spreading that generates lateral compressive forces and horizontal displacement. At the trailing edge of the deformation zone, tensional ground cracks and graben-like subsidence develop, whereas the leading edge is characterized by pressure ridges and shallow thrust structures formed by lateral compression. Tensile fissures generated by lateral spreading further provide conduits for the upward injection of liquefied sand from depth, giving rise to abundant sand volcanoes. The systematic coexistence of trailing-edge extension, leading-edge compression, and sand volcanoes constitutes a diagnostic deformation assemblage of liquefaction-induced lateral spreading, which is fundamentally distinct in geometry and kinematics from tectonic coseismic surface ruptures. The development of liquefaction deformation is jointly controlled by seismic intensity, micro-topography, the spatial distribution of liquefiable sand layers, and the depth of the shallow groundwater table. Importantly, lateral spreading can impose additional displacement onto active fault zones, and compressional liquefaction deformation may overprint fault traces, systematically biasing the identification of the geometry and kinematics of coseismic surface ruptures. Accordingly, we propose three field criteria for identifying liquefaction-induced deformation: (1) macroscopic plastic flow or fluid-like deformation features; (2) highly consistent deformation patterns along watercourses across both fault and non-fault zones under comparable depositional conditions; and (3) systematic spatial association with liquefaction indicators such as sand volcanoes.   Conclusions  We conclude that the large-scale deformation triggered by the 2025 Dingri earthquake should not be classified as coseismic surface rupture; rather, trailing-edge extension, leading-edge compression, and sand boils together constitute a unified lateral spreading system. Liquefaction-induced deformation exerts a pronounced overprinting effect on coseismic surface ruptures, and rigorously distinguishing the two in liquefaction-prone seismotectonic settings is essential for accurately assessing fault activity. [Significance] This study provides the first systematic mechanistic framework for liquefaction-induced large-scale deformation associated with the Dingri earthquake, and the field criteria and conceptual model established herein offer a scientific basis for seismic hazard assessment, post-earthquake reconstruction, and major engineering siting in the southern Tibetan rift system.

     

  • Full-text Translaiton by iFLYTEK

    The full translation of the current issue may be delayed. If you encounter a 404 page, please try again later.
  • loading
  • [1]
    ALLEN J R L, 1977. The possible mechanics of convolute lamination in graded sand beds[J]. Journal of the Geological Society, 134(1): 19-31. doi: 10.1144/gsjgs.134.1.0019
    [2]
    ARMIJO R, TAPPONNIER P, MERCIER J L, et al., 1986. Quaternary extension in southern Tibet: field observations and tectonic implications[J]. Journal of Geophysical Research: Solid Earth, 91(B14): 13803-13872. doi: 10.1029/JB091iB14p13803
    [3]
    ARMIJO R, TAPPONNIER P, HAN T L, 1989. Late Cenozoic right-lateral strike-slip faulting in southern Tibet[J]. Journal of Geophysical Research: Solid Earth, 94(B3): 2787-2838. doi: 10.1029/JB094iB03p02787
    [4]
    BARDET J P, TOBITA T, MACE N, et al., 2002. Regional modeling of liquefaction-induced ground deformation[J]. Earthquake Spectra, 18(1): 19-46. doi: 10.1193/1.1463409
    [5]
    BARTLETT S F, YOUD T L, 1995. Empirical prediction of liquefaction-induced lateral spread[J]. Journal of Geotechnical Engineering, 121(4): 316-329. doi: 10.1061/(ASCE)0733-9410(1995)121:4(316)
    [6]
    BASTIN S H, QUIGLEY M C, BASSETT K, 2015. Paleoliquefaction in Christchurch, New Zealand[J]. GSA Bulletin, 127(9-10): 1348-1365. doi: 10.1130/B31174.1
    [7]
    BIRD J F, BOMMER J J, 2004. Earthquake losses due to ground failure[J]. Engineering Geology, 75(2): 147-179. doi: 10.1016/j.enggeo.2004.05.006
    [8]
    BRAY J D, TRAVASAROU T, 2007. Simplified procedure for estimating earthquake-induced deviatoric slope displacements[J]. Journal of Geotechnical and Geoenvironmental Engineering, 133(4): 381-392. doi: 10.1061/(ASCE)1090-0241(2007)133:4(381)
    [9]
    CAI X G, YUAN X M, LIU H L, et al., 2005. Mechanism and softening modulus approach for liquefaction-induced lateral spreading of ground near river bank or seashore[J]. Earthquake Engineering and Engineering Vibration, 25(3): 125-131. (in Chinese with English abstract)
    [10]
    CHEN L W, LIU H R, REN Y F, et al., 2024. In-situ investigation of site liquefaction and liquefaction-induced damages triggered by two strong Türkiye earthquakes on Feb. 6th, 2023[J]. Chinese Journal of Geotechnical Engineering, 46(7): 1541-1548. (in Chinese with English abstract)
    [11]
    CHEN Z X, CHEN Y H, ZHANG Y M, et al., 2023. Assessment of liquefaction-induced lateral spread using soft computing approaches[J]. Gondwana Research, 123: 265-279. doi: 10.1016/j.gr.2022.08.006
    [12]
    CHEVALIER M L, TAPPONNIER P, VAN DER WOERD J, et al., 2020. Late quaternary extension rates across the northern half of the Yadong-Gulu rift: implication for east-west extension in southern Tibet[J]. Journal of Geophysical Research: Solid Earth, 125(7): e2019JB019106. doi: 10.1029/2019JB019106
    [13]
    CILIA M G, MOONEY W D, NUGROHO C, 2021. Field insights and analysis of the 2018 Mw 7.5 Palu, Indonesia earthquake, tsunami and landslides[J]. Pure and Applied Geophysics, 178(12): 4891-4920. doi: 10.1007/s00024-021-02852-6
    [14]
    ESPER P, TACHIBANA E, 1998. Lessons from the Kobe earthquake[J]. Geological Society, London, Engineering Geology Special Publications, 15: 105-116.
    [15]
    FANG H Q, ZHAO S D, HUANG Z L, 1983. Controlling influence of geomorphological features on seismic liquefaction[J]. Geotechnical Investigation & Surveying(2): 11-15. (in Chinese with English abstract)
    [16]
    GAO G Y, HONG Y, GENG J L, et al., 2022. Numerical simulation of saturated sand liquefaction discrimination and amplification effect[J]. Journal of Engineering Geology, 30(6): 1874-1881. (in Chinese with English abstract)
    [17]
    GAO Y, 2024. Spatial-temporal characteristics of the Quaternary NS-trending normal faulting in the Dinggye-Gyrong area, southern Tibet[D]. Beijing: Peking University. (in Chinese with English abstract)
    [18]
    GAO Y, WU Z H, ZUO J M, et al., 2024. Spatial-temporal activity of Quaternary faults at southern end of Nyalam-Coqen rift, southern Tibet[J]. Earth Science, 49(7): 2552-2569. (in Chinese with English abstract)
    [19]
    GAO Y, WU Z H, HAN S, et al., 2025. Late quaternary throw rate of the seismogenic fault (Dengmecuo Fault) of the 2025 MS6.8 Dingri earthquake in Shigatse[J]. Seismology and Geology, 47(3): 689-706. (in Chinese with English abstract)
    [20]
    GONG J, ZOU D G, KONG X J, et al., 2024. Liquefaction-induced large deformation method with automatic time-step mapping and interfacial interpolation improvement: case study of the San Fernando Dam[J]. Computers and Geotechnics, 171: 106351. doi: 10.1016/j.compgeo.2024.106351
    [21]
    GREEN R A, CUBRINOVSKI M, COX B, et al., 2014. Select liquefaction case histories from the 2010-2011 Canterbury earthquake sequence[J]. Earthquake Spectra, 30(1): 131-153. doi: 10.1193/030713EQS066M
    [22]
    HA G H, 2019. Normal faulting of central-southern Yadong-Gulu rift Since late Cenozoic, southern Tibet[D]. Beijing: Chinese Academy of Geological Sciences. (in Chinese with English abstract)
    [23]
    HOANG T N, NGUYEN T T, NGUYEN T V, et al., 2024. SPH simulation of earthquake-induced liquefaction and large deformation behaviour of granular materials using SANISAND constitutive model[J]. Computers and Geotechnics, 174: 106617. doi: 10.1016/j.compgeo.2024.106617
    [24]
    HOU L Y, SHAN X J, GONG W Y, et al., 2020. Characterizing seismogenic fault of 2016 Dingjie earthquake based on multitemporal DInSAR[J]. Chinese Journal of Geophysics, 63(4): 1357-1369. (in Chinese with English abstract)
    [25]
    HUANG T, WU Z H, HAN S, et al., 2024. The basic characteristics of active faults in the region of Xigaze, Xizang and the assessment of potential earthquake disaster risks[J]. Progress in Earthquake Sciences, 54(10): 696-711. (in Chinese with English abstract)
    [26]
    IWATATE T, KOBAYASHI Y, KUSU H, et al. , 1999. Investigation and shaking table tests of subway structures of the Hyogoken-Nanbu earthquake[C]//Proceedings of the 4th international conference on recent advances in geotechnical earthquake engineering and soil dynamics.
    [27]
    JALIL A, FATHANI T F, SATYARNO I, et al., 2021. Liquefaction in Palu: the cause of massive mudflows[J]. Geoenvironmental Disasters, 8(1): 21. doi: 10.1186/s40677-021-00194-y
    [28]
    LIANG M J, DONG Y X, ZUO H, et al., 2025. Surface deformation characteristics and causes of the Dengmecuo segment in the Xizang Dingri Ms6.8 earthquake[J]. Seismology and Geology, 47(1): 80-89. (in Chinese with English abstract)
    [29]
    LIU F C, PAN J W, LI H B, et al., 2025. Co-seismic surface rupture of the 2025 Mw7.1 Tingri earthquake and potential seismic risk in southern Tibetan Plateau[J]. Acta Geologica Sinica, 99(3): 685-703. (in Chinese with English abstract)
    [30]
    LIU H S, XU F P, LI P C, 1997. The influence of large ground displacement caused by liquefaction on engineering and its research status[J]. Earthquake Resistant Engineering(2): 21-26. (in Chinese with English abstract)
    [31]
    LIU S, TANG X W, LUAN Y X, et al., 2021. Seismic response analysis of subway station in deep loose sand using the ALE method[J]. Computers and Geotechnics, 139: 104394. doi: 10.1016/j.compgeo.2021.104394
    [32]
    LIU X L, XIA T, LIU-ZENG J, et al., 2022. Distributed characteristics of the surface deformations associated with the 2021 Mw7.4 Madoi earthquake, Qinghai, China[J]. Seismology and Geology, 44(2): 461-483. (in Chinese with English abstract)
    [33]
    MAGHSOUDI M S, JAMSHIDI CHENARI R, FARROKHI F, 2022. Liquefaction induced permanent ground deformations and energy dissipation analysis based on smoothed particle hydrodynamics method (SPH): validation by large-scale model tests[J]. Granular Matter, 24(4): 104. doi: 10.1007/s10035-022-01267-x
    [34]
    MCCALPIN J P, 2009. Paleoseismology[M]. 2nd ed. Burlington: Academic Press.
    [35]
    Ministry of Emergency Management of the People's Republic of China, 2025. Office of the national committee for disaster prevention, mitigation and relief, ministry of emergency management releases national natural disaster situation in January 2025[EB/OL]. (2025-03-06)[2025-05-13]. https://www.119.gov.cn/qmxfxw/xfyw/2025/48608.shtml. (in Chinese)
    [36]
    MOLNAR P, TAPPONNIER P, 1975. Cenozoic tectonics of Asia: effects of a continental collision: features of recent continental tectonics in Asia can be interpreted as results of the India-Eurasia collision[J]. Science, 189(4201): 419-426. doi: 10.1126/science.189.4201.419
    [37]
    OBERMEIER S F, 1996. Use of liquefaction-induced features for paleoseismic analysis - An overview of how seismic liquefaction features can be distinguished from other features and how their regional distribution and properties of source sediment can be used to infer the location and strength of Holocene paleo-earthquakes[J]. Engineering Geology, 44(1-4): 1-76. doi: 10.1016/s0013-7952(96)00040-3
    [38]
    OWEN G, MORETTI M, ALFARO P, 2011. Recognising triggers for soft-sediment deformation: current understanding and future directions[J]. Sedimentary Geology, 235(3-4): 133-140. doi: 10.1016/j.sedgeo.2010.12.010
    [39]
    PARK R, BILLINGS I J, CLIFTON G C, et al., 1995. The Hyogo-ken Nanbu earthquake (the Great Hanshin earthquake) of 17 January 1995: report of the NZNSEE reconnaissance team[J]. Bulletin of the New Zealand Society for Earthquake Engineering, 28(1): 1-98. doi: 10.5459/bnzsee.28.1.1-98
    [40]
    QUIGLEY M, VAN DISSEN R, LITCHFIELD N, et al., 2012. Surface rupture during the 2010 MW 7.1 Darfield (Canterbury) earthquake: implications for fault rupture dynamics and seismic-hazard analysis[J]. Geology, 40(1): 55-58. doi: 10.1130/G32528.1
    [41]
    QUIGLEY M C, HUGHES M W, BRADLEY B A, et al. , 2016. The 2010-2011 Canterbury earthquake sequence: environmental effects, seismic triggering thresholds and geologic legacy[J]. Tectonophysics, 672-673: 228-274.
    [42]
    ROBINSON K, BRADLEY B A, CUBRINOVSKI M, 2012. Analysis of liquefaction-induced lateral spreading data from the 2010 Darfield and 2011 Christchurch earthquakes[C]//Proceedings of the NZSEE annual technical conference & AGM. Christchurch: University of Canterbury.
    [43]
    SCOTT B, PRICE S, 1988. Earthquake-induced structures in young sediments[J]. Tectonophysics, 147(1-2): 165-170. doi: 10.1016/0040-1951(88)90154-0
    [44]
    SEED H B, 1979. Soil liquefaction and cyclic mobility evaluation for level ground during earthquakes[J]. Journal of the Geotechnical Engineering Division, 105(2): 201-255. doi: 10.1061/ajgeb6.0000768
    [45]
    SEED H B, IDRISS I M, ARANGO I, 1983. Evaluation of liquefaction potential using field performance data[J]. Journal of Geotechnical Engineering, 109(3): 458-482. doi: 10.1061/(ASCE)0733-9410(1983)109:3(458)
    [46]
    SHAHBODAGH B, SADEGHI H, KIMOTO S, et al., 2020. Large deformation and failure analysis of river embankments subjected to seismic loading[J]. Acta Geotechnica, 15(6): 1381-1408
    [47]
    SHAO Y X, WANG A S, LIU-ZENG J, et al., 2025. Preliminary investigation on surface rupture and coseismic displacement of the January 7, 2025 Dingri earthquake in Xizang[J]. Earth Science, 50(5): 1677-1695. (in Chinese with English abstract)
    [48]
    SHAO Z G, ZHU D G, MENG X G, et al., 2013. The definition and classification of Quaternary Lacustrine strata and the establishment of Dingjie Group in Dingjie basin, Tibet[J]. Geology in China, 40(2): 449-459. (in Chinese with English abstract)
    [49]
    SHI F, LIANG M J, LUO Q X, et al., 2025. Seismogenic fault and coseismic surface deformation of the Dingri Ms6.8 earthquake in Xizang, China[J]. Seismology and Geology, 47(1): 1-15. (in Chinese with English abstract)
    [50]
    TANJUNG M I, IRSYAM M, SAHADEWA A, et al., 2023. Overview of Flowslide in Petobo during liquefaction of the 2018 Palu earthquake[J]. Soil Dynamics and Earthquake Engineering, 173: 108110. doi: 10.1016/j.soildyn.2023.108110
    [51]
    TIAN T T, 2021. Dating of late Quaternary paleoseismic events of the Dingmu Cuo fault in the southern section of Shenzha-Dingjie Rift[D]. Beijing: China University of Geosciences (Beijing). (in Chinese with English abstract)
    [52]
    TIAN T T, WU Z H, 2023. Recent prehistoric major earthquake event of Dingmucuo Normal fault in the southern segment of Shenzha-Dingjie Rift and its seismic geological significance[J]. Geological Review, 69(S1): 53-55. (in Chinese with English abstract)
    [53]
    TOKIMATSU K, SEED H B, 1987. Evaluation of settlements in sands due to earthquake shaking[J]. Journal of Geotechnical Engineering, 113(8): 861-878. doi: 10.1061/(ASCE)0733-9410(1987)113:8(861)
    [54]
    TOWHATA I, ORENSE R P, TOYOTA H, 1999. Mathematical principles in prediction of lateral ground displacement induced by seismic liquefaction[J]. Soils and Foundations, 39(2): 1-19. doi: 10.3208/sandf.39.2_1
    [55]
    TOYOTA H, KAZAMA M, 2024. Liquefaction traces on the Shinano River left bank after the 1964 Niigata Earthquake - Liquefaction research issues suggested by geoslicer survey results-[J]. Japanese Geotechnical Society Special Publication, 10(10): 253-258. doi: 10.3208/jgssp.v10.SS-5-03
    [56]
    VAID Y P, THOMAS J, 1995. Liquefaction and postliquefaction behavior of sand[J]. Journal of Geotechnical Engineering, 121(2): 163-173. doi: 10.1061/(ASCE)0733-9410(1995)121:2(163)
    [57]
    WANG Z Q, 1983. Introduction to earthquake engineering geology[M]. Beijing: Seismological Press. (in Chinese)
    [58]
    WU Z H, YE P S, WANG C M, et al., 2015. The relics, ages and significance of prehistoric large earthquakes in the Angang Graben in South Tibet[J]. Earth Science: Journal of China University of Geosciences, 40(10): 1621-1642. (in Chinese with English abstract)
    [59]
    YAN J Y, FENG J, ZHANG X H, et al., 2025. Preliminary investigation on surface deformation characteristics of the Ms 7.1 earthquake in Wushi County, Aksu Prefecture, Xinjiang, on January 23, 2024[J]. Acta Scientiarum Naturalium Universitatis Pekinensis, 61(2): 388-402. (in Chinese with English abstract)
    [60]
    YASUDA S, NAGASE H, KIKU H, et al., 1992. The mechanism and a simplified procedure for the analysis of permanent ground displacement due to liquefaction[J]. Soils and Foundations, 32(1): 149-160. doi: 10.3208/sandf1972.32.149
    [61]
    YOUD T L, HANSEN C M, BARTLETT S F, 2002. Revised multilinear regression equations for prediction of lateral spread displacement[J]. Journal of Geotechnical and Geoenvironmental Engineering, 128(12): 1007-1017. doi: 10.1061/(ASCE)1090-0241(2002)128:12(1007)
    [62]
    YUAN H M, YANG S H, ANDRUS R D, et al., 2004. Liquefaction-induced ground failure: a study of the Chi-Chi earthquake cases[J]. Engineering Geology, 71(1-2): 141-155. doi: 10.1016/S0013-7952(03)00130-3
    [63]
    YUAN X M, CAO Z Z, SUN R, et al., 2009. Preliminary research on liquefaction characteristics of Wenchuan 8.0 earthquake[J]. Chinese Journal of Rock Mechanics and Engineering, 28(6): 1288-1296. (in Chinese with English abstract)
    [64]
    YUAN Z D, LIU-ZENG J, LI X, et al., 2021. Detailed mapping of the surface rupture of the 12 February 2014 Yutian Ms7.3 earthquake, Altyn Tagh Fault, Xinjiang, China[J]. Science China Earth Sciences, 64(1): 127-147. doi: 10.1007/s11430-020-9673-6
    [65]
    ZHANG J M, WANG R, 2024. Large post-liquefaction deformation of sand: mechanisms and modeling considering water absorption in shearing and seismic wave conditions[J]. Underground Space, 18: 3-64. doi: 10.1016/j.undsp.2024.03.001
    [66]
    ZHUANG H Y, LI X X, ZHANG K, et al., 2025. Liquefaction-induced lateral spreading characteristics of the fluvial terraces at the lower reaches of Yangtze River[J]. Engineering Geology, 346: 107900. doi: 10.1016/j.enggeo.2024.107900
    [67]
    ZOU J J, SHAO Z G, HE H L, et al., 2025. Surface rupture interpretation and building damage assessment of Xizang Dingri MS6.8 earthquake on January 7, 2025[J]. Seismology and Geology, 47(1): 16-35. (in Chinese with English abstract)
    [68]
    ZUO J M, 2021. Late Quaternary activity characteristics of the Chongba Yumtso normal fault in the southern section of the Yadong-Gullu Rift, Tibet[D]. Beijing: China University of Geosciences (Beijing). (in Chinese with English abstract)
    [69]
    蔡晓光, 袁晓铭, 刘汉龙, 等, 2005. 近岸水平场地液化侧向大变形机理及软化模量分析方法[J]. 地震工程与工程振动, 25(3): 125-131.
    [70]
    陈龙伟, 刘昊儒, 任叶飞, 等, 2024. 2023年2月6日土耳其双强震场地液化及其震害特征现场调查分析[J]. 岩土工程学报, 46(7): 1541-1548. doi: 10.11779/CJGE20230333
    [71]
    方鸿琪, 赵树栋, 黄振录, 1983. 地貌特征对地震液化的控制性影响[J]. 工程勘察(2): 11-15.
    [72]
    高广运, 洪洋, 耿建龙, 等, 2022. 饱和砂土液化判别与放大效应数值模拟研究[J]. 工程地质学报, 30(6): 1874-1881.
    [73]
    高扬, 2024. 藏南定结-吉隆地区第四纪近南北向正断层作用的时空特征[D]. 北京: 北京大学.
    [74]
    高扬, 吴中海, 左嘉梦, 等, 2024. 藏南聂拉木-措勤裂谷南段第四纪正断层作用的时空特征[J]. 地球科学, 49(7): 2552-2569.
    [75]
    高扬, 吴中海, 韩帅, 等, 2025. 2025年定日MS6.8地震发震断层(登么错断裂)晚第四纪垂直滑动速率[J]. 地震地质, 47(3): 689-706.
    [76]
    哈广浩, 2019. 藏南亚东—谷露裂谷中—南段晚新生代正断层作用[D]. 北京: 中国地质科学院.
    [77]
    侯丽燕, 单新建, 龚文瑜, 等, 2020. 基于多期DInSAR数据的2016年定结地震序列发震断层特征研究[J]. 地球物理学报, 63(4): 1357-1369.
    [78]
    黄婷, 吴中海, 韩帅, 等, 2024. 西藏日喀则地区的活断层基本特征及地震灾害潜在风险评估[J]. 地震科学进展, 54(10): 696-711. doi: 10.19987/j.dzkxjz.2024-003
    [79]
    梁明剑, 董芸希, 左洪, 等, 2025. 2025年西藏定日6.8级地震登么错段地表变形特征及其成因[J]. 地震地质, 47(1): 80-89.
    [80]
    刘富财, 潘家伟, 李海兵, 等, 2025. 2025年Mw7.1西藏定日地震地表破裂与同震位移分布特征[J]. 地质学报, 99(3): 685-703. doi: 10.19762/j.cnki.dizhixuebao.2025069
    [81]
    刘惠珊, 徐凤萍, 李鹏程, 1997. 液化引起的地面大位移对工程的影响及研究现状[J]. 工程抗震(2): 21-26.
    [82]
    刘小利, 夏涛, 刘静, 等, 2022. 2021年青海玛多MW7.4地震分布式同震地表裂缝特征[J]. 地震地质, 44(2): 461-483. doi: 10.3969/j.issn.0253-4967.2022.02.012
    [83]
    邵延秀, 王爱生, 刘静, 等, 2025. 2025年1月7日西藏定日地震地表破裂特征和野外同震位移测量初步结果[J]. 地球科学, 50(5): 1677-1695.
    [84]
    邵兆刚, 朱大岗, 孟宪刚, 等, 2013. 西藏定结盆地第四纪湖相地层的厘定、划分和定结群的建立[J]. 中国地质, 40(2): 449-459. doi: 10.3969/j.issn.1000-3657.2013.02.009
    [85]
    石峰, 梁明剑, 罗全星, 等, 2025. 2025年1月7日西藏定日6.8级地震发震构造与同震地表破裂特征[J]. 地震地质, 47(1): 1-15.
    [86]
    田婷婷, 2021. 申扎-定结裂谷南段丁木错断裂晚第四纪古地震事件研究[D]. 北京: 中国地质大学(北京).
    [87]
    田婷婷, 吴中海, 2023. 西藏申扎—定结裂谷南段丁木错正断层的最新史前大地震事件及其地震地质意义[J]. 地质论评, 69(S1): 53-55.
    [88]
    王钟琦, 1983. 地震工程地质导论[M]. 北京: 地震出版社.
    [89]
    吴中海, 叶培盛, 王成敏, 等, 2015. 藏南安岗地堑的史前大地震遗迹、年龄及其地质意义[J]. 地球科学: 中国地质大学学报, 40(10): 1621-1642.
    [90]
    闫纪元, 冯军, 张雪华, 等, 2025. 2024年1月23日新疆阿克苏地区乌什Ms 7.1级地震地表变形特征初步调查[J]. 北京大学学报(自然科学版), 61(2): 388-402.
    [91]
    袁晓铭, 曹振中, 孙锐, 等, 2009. 汶川8.0级地震液化特征初步研究[J]. 岩石力学与工程学报, 28(6): 1288-1296.
    [92]
    中华人民共和国应急管理部, 2025. 国家防灾减灾救灾委员会办公室、应急管理部发布2025年1月全国自然灾害情况[EB/OL]. (2025-03-06)[2025-05-13]. https://www.119.gov.cn/qmxfxw/xfyw/2025/48608.shtml.
    [93]
    邹俊杰, 邵志刚, 何宏林, 等, 2025. 2025年1月7日西藏定日MS6.8地震地表破裂解译与建筑物震害损毁统计[J]. 地震地质, 47(1): 16-35. doi: 10.3969/j.issn.0253-4967.2025.01.002
    [94]
    左嘉梦, 2021. 西藏亚东-谷露裂谷南段冲巴雍错正断层晚第四纪活动特征研究[D]. 北京: 中国地质大学(北京).
  • 加载中

Catalog

    Figures(12)  / Tables(1)

    Article Metrics

    Article views (172) PDF downloads(98) Cited by()
    Proportional views
    Related

    /

    DownLoad:  Full-Size Img  PowerPoint
    Return
    Return