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1. 应急管理部国家自然灾害防治研究院
2. 复合链生自然灾害动力学应急管理部重点实验室
Published:2025
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肖子亢, 许冲, 李宏, et al. 地质灾害物理仿真实验发展现状及趋势分析[J]. Bulletin of Geological Science and Technology, 2025, 44(4): 23-47.
肖子亢, 许冲, 李宏, et al. 地质灾害物理仿真实验发展现状及趋势分析[J]. Bulletin of Geological Science and Technology, 2025, 44(4): 23-47. DOI: 10.19509/j.cnki.dzkq.tb20240454.
在近20 a中,地质灾害物理仿真实验呈现出学科交叉、应用广泛、更新迅速的发展现状。开展地质灾害物理仿真实验发展现状及趋势分析,有助于让相关研究人员掌握行业现状并根据发展趋势设计实验、研发设备、更新技术,促进地质灾害关键理论的创新发展。调研大量的国内外地质灾害物理仿真实验相关文献,总结了开展地质灾害物理仿真实验的5个意义,并对6个物理仿真关键技术逐一进行了现状分析。其中模型箱和水槽是应用最广泛的仿真技术。底摩擦仿真技术在二维场景中实现了模型与重力场的耦合;振动台和离心机技术可为仿真实验提供振动与重力环境,在物理仿真实验中发挥着不可替代的作用。原位仿真技术在避免缩尺效应、边界效应、重力失真等方面具有显著优势。地质灾害物理仿真实验正朝着场景构建复杂化、实验规模大型化、材料选择科学化和数据采集智能化的方向发展,这对实验技术与经济成本提出了更高的要求,亟需营造良性发展环境,让物理仿真技术在地质灾害研究中的发挥出更大作用。
S.H.S. Jayakody,Ryosuke Uzuoka,Kyohei Ueda.Effect of groundwater dynamics in rain-induced landslides: centrifuge and numerical study[J].Soils and Foundations,2024.
Yang Changwei,Chen Guangpeng,Yue Mao,Xu Xianqing,Su Ke,Li Zhuqing.Shaking table test on damage mechanism of bedrock and overburden layer slope based on the time–frequency analysis method[J].Scientific Reports,2024.
Qiang Zhang,Chaojun Jia,Hongjie Chen,Yanni Zheng,Wei Cheng.Centrifuge modeling test on reactivation of ancient landslide under sudden drop of reservoir water and rainfall[J].Acta Geotechnica,2024.
Zhang Jie-yuan,Yang Xing-guo,Fan Gang,Li Hai-bo,Zhou Jia-wen.Physical and numerical modeling of a landslide dam breach and flood routing process[J].Journal of Hydrology,2024.
Xinglong Yang,Jinyu Dong,Jihong Yang,Xiaodong Han.Similar Material Proportioning Tests and Mechanical Properties Based on Orthogonal Design[J].Materials,2023.
Jayakody Sanchitha Hema Sharendra,Uzuoka Ryosuke,Ueda Kyohei,Xu Jiawei.Unsaturated slopes behavior under antecedent intermittent rainfall patterns: centrifuge and numerical study[J].Acta Geotechnica,2023.
Cui Yuan,Xu Chao,Xue Lei,Dong Jinyu,Jiang Tong.Experimental study on the reasonable proportions of rock-like materials for water-induced strength degradation in rock slope model test.[J].Scientific reports,2023.
Gong Yifei,Yao Aijun,Li Yanlin,Li Yanyan,Li Yanan,Sun Yingtao.Model test study on sliding-toppling composite deformation evolution of anti-dip layered rock slope[J].Bulletin of Engineering Geology and the Environment,2023.
Kim Beom-Jun,Choi Clarence Edward,Yune Chan-Young.Multi-scale flume investigation of the influence of cylindrical baffles on the mobility of landslide debris[J].Engineering Geology,2023.
Zhang Lucheng,Zhong Qiming,Yang Meng,Peng Ming,Liu Jiaxin,Mei Shengyao,Yan Zhikun,Shan Yibo.Centrifugal model tests and numerical modeling on overtopping-induced breach processes of landslide dams[J].Frontiers in Earth Science,2023.
Ng C. W. W.,Leonardi A.,Majeed U.,Pirulli M.,Choi C. E..A Physical and Numerical Investigation of Flow–Barrier Interaction for the Design of a Multiple-Barrier System[J].Journal of Geotechnical and Geoenvironmental Engineering,2023(1).
He Jianxian,Zhan Zhifa,Qi Shengwen,Li Chunlei,Zheng Bowen,Yang Guoxiang,Guo Songfeng,Huang Xiaolin,Zou Yu,Liang Ning.Investigation into a homogenous step-like rock slope response under wide-frequency seismic loads using a large-scale shaking table[J].Natural Hazards,2022.
Jing Jingjing,Wu Zhijian,Yan Wujian,Ma Wei,Liang Chao,Lu Yu,Chen Dawei.Experimental study on progressive deformation and failure mode of loess fill slopes under freeze-thaw cycles and earthquakes[J].Engineering Geology,2022.
Guo Changbao,Zhang Yongshuang,Yuan Hao,Liu Dingtao,Yan Yiqiu,Hua Shuai,Ren Sanshao.Study of an ancient landslide reactivation mechanism based on centrifuge model testing: an example of the Jiangdingya ancient landslide reactivation in 2018, Gansu Province, China[J].Landslides,2022.
Soriano Camelo Cristian Yair,de Almeida Maria Cascão Ferreira,de Almeida Marcio de Souza Soares,Madabhushi Gopal S. P.,Stanier Sam.Centrifuge Modeling of the Seismic Behavior of Soft Clay Slopes[J].Journal of Geotechnical and Geoenvironmental Engineering,2022.
Ren Xu,Zhang Zhufang,Xiang Min,Xu Guihong,Cao Wenze.An Experimental Study on the Preparation of Soft Rock Similar Materials Using Redispersible Latex Powder as a Modifier[J].Molecules,2022.
Zhou Chang,Ma Wenchao,Sui Wanghua.Transparent soil model test of a landslide with umbrella-shaped anchors and different slope angles in response to rapid drawdown[J].Engineering Geology,2022.
Qi Shengwen,He Jianxian,Zhan Zhifa.A single surface slope effects on seismic response based on shaking table test and numerical simulation[J].Engineering Geology,2022.
Nguyen Trong Nam,Kawamura Shima,Dao Minh Hieu,Inaba Takumi.Influence of Fines Content on the Stability of Volcanic Embankments under Rainfall and Earthquake[J].Water,2022.
Chen Jinchang,Wang Lanmin,Wang Ping,Che Ailan.Failure mechanism investigation on loess–mudstone landslides based on the Hilbert–Huang transform method using a large-scale shaking table test[J].Engineering Geology,2022.
Carey Trevor J.,Chiaradonna Anna,Love Nathan C.,Wilson Daniel W.,Ziotopoulou Katerina,Martinez Alejandro,DeJong Jason T..Effect of soil gradation on embankment response during liquefaction: A centrifuge testing program[J].Soil Dynamics and Earthquake Engineering,2022.
Liu Han Dong,Chen Jia Xing,Han Wen Xi,Wu Ye,Li Dong Dong.Centrifuge Model Tests and Numerical Simulations of the Landslide Evolution Process[J].KSCE Journal of Civil Engineering,2022.
Dong Jinyu,Wang Chuang,Huang Zhiquan,Yang Jihong,Xue Lei.Shaking Table Model Test to Determine Dynamic Response Characteristics and Failure Modes of Steep Bedding Rock Slope[J].Rock Mechanics and Rock Engineering,2022.
Wang Guobo,Ba Feng,Miao Yu,Zhao Jielin.Design of multi-array shaking table tests under uniform and non-uniform earthquake excitations[J].Soil Dynamics and Earthquake Engineering,2022.
Hu Wei,Li Yan,Fan Yu,Xiong Mengsu,Luo Hui,McSaveney Mauri,Zheng Yangshuai,Tang Minggao.Flow amplification from cascading landslide dam failures: Insights from flume experiments[J].Engineering Geology,2022.
Ma Kun,Zhang Yongmou,Wu Honggang,Ji Zhiyang,Ren Jiankai,Liang Yu,Zhou Xinlu.Shaking table test study of accumulation layer landslide under earthquake action[J].Arabian Journal of Geosciences,2022.
Song Xianghua,Tan Yong.Experimental investigation on the influences of rainfall patterns on instability of sandy slopes[J].Environmental Earth Sciences,2021.
Zhang Jie-yuan,Fan Gang,Li Hai-bo,Zhou Jia-wen,Yang Xing-guo.Large-scale field model tests of landslide dam breaching[J].Engineering Geology,2021.
Xu, Jiawei,Ueda, Kyohei,Uzuoka, Ryosuke.Evaluation of failure of slopes with shaking-induced cracks in response to rainfall[J].Landslides,2021.
Jing Hong Jun,Gou Ming Jie,Zhang Yan Qing,Song Ki IL.Investigation on the Settlement of High Rockfill Embankment Using Centrifuge Tests[J].Frontiers in Physics,2021.
S. Takayama,S. Miyata,M. Fujimoto,Y. Satofuka.Numerical simulation method for predicting a flood hydrograph due to progressive failure of a landslide dam[J].Landslides,2021.
Jiang Zihua,Wang Huanling,Xie Weichau.Deformation mechanism of deposit landslide induced by fluctuations of reservoir water level based on physical model tests[J].Environmental Earth Sciences,2021.
Changan Zhu,Feng Yang,Jinlong Zheng,Guojin Lin,Zhiyu Tian.Interaction and Treatment for Tunnels Orthogonally Traversing Large Bedrock Landslides[J].KSCE Journal of Civil Engineering,2021.
Xinhai Zhou,Xuansheng Cheng,Lei Qi,Ping Wang,Shaofeng Chai,Yinjun Liu.Shaking Table Model Test of Loess Tunnel Structure under Rainfall[J].KSCE Journal of Civil Engineering,2021.
Van Den Einde Lelli,Conte Joel P.,Restrepo José I.,Bustamante Ricardo,Halvorson Marty,Hutchinson Tara C.,Lai Chin Ta,Lotfizadeh Koorosh,Luco J. Enrique,Morrison Machel L.,Mosqueda Gilberto,Nemeth Mike,Ozcelik Ozgur,Restrepo Sebastian,Rodriguez Andrés,Shing P. Benson,Thoen Brad,Tsampras Georgios.NHERI@UC San Diego 6-DOF Large High-Performance Outdoor Shake Table Facility[J].Frontiers in Built Environment,2021.
Tan Dao-Yuan,Yin Jian-Hua,Feng Wei-Qiang,Qin Jie-Qiong,Zhu Zhuo-Hui.New simple method for measuring impact force on a flexible barrier from rockfall and debris flow based on large-scale flume tests[J].Engineering Geology,2020.
Xiaoyan Zhang,Wei Hu,Yangshuai Zheng,Huaixiao Gou,Xin Gao.Effects of Relative Density in Progressive Sliding of Tailings deposits: Insights from Flume Tests[J].Engineering Geology,2020.
Yang Changwei,Zhang Liang,Liu Yang,Tian Denghang,Guo Xueyan,Liu Yang.Shaking Table Test on Dynamic Response of Bedding Rock Slopes With Weak Structural Plane Under Earthquake[J].Frontiers in Physics,2020.
Kwangwoo Lee,Jaewook Suk,Hyunki Kim,Sangseom Jeong.Modeling of rainfall-induced landslides using a full-scale flume test[J].Landslides,2020.
grid.254148.e, 0000 0001 0033 6389, College of Civil Engineering and Architecture, China Three Gorges University, 443002, Yichang, Hubei, China,grid.254148.e, 0000 0001 0033 6389, Key Laboratory of Disaster Prevention and Mitigation of Hubei Province, China Three Gorges University, 443002, Yichang, China,grid.254148.e, 0000 0001 0033 6389, College of Civil Engineering and Architecture, China Three Gorges University, 443002, Yichang, Hubei, China,grid.254148.e, 0000 0001 0033 6389, Key Laboratory of Disaster Prevention and Mitigation of Hubei Province, China Three Gorges University, 443002, Yichang, China,grid.254148.e, 0000 0001 0033 6389, College of Civil Engineering and Architecture, China Three Gorges University, 443002, Yichang, Hubei, China,grid.254148.e, 0000 0001 0033 6389, Key Laboratory of Disaster Prevention and Mitigation of Hubei Province, China Three Gorges University, 443002, Yichang, China.Prediction model of the collapse of bank slope under the erosion effect of wind-induced wave in the Three Gorges Reservoir Area, China[J].Environmental Earth Sciences,2020.
Jinchang Chen,Lanmin Wang,Xiaowu Pu,Fuxiu Li,Tonglin Li.Experimental study on the dynamic characteristics of low-angle loess slope under the influence of long- and short-term effects of rainfall before earthquake[J].Engineering Geology,2020.
Mohammad Sadegh Maghsoudi,Reza Jamshidi Chenari,Farhang Farrokhi.A multilateral analysis of slope failure due to liquefaction-induced lateral deformation using shaking table tests[J].SN Applied Sciences,2020.
grid.411288.6, 0000 0000 8846 0060, Chengdu University of Technology, Chengdu, Sichuan, China,grid.266842.c, 0000 0000 8831 109X, University of Newcastle, Newcastle, NSW, Australia,grid.411288.6, 0000 0000 8846 0060, Chengdu University of Technology, Chengdu, Sichuan, China,grid.266842.c, 0000 0000 8831 109X, University of Newcastle, Newcastle, NSW, Australia,grid.411288.6, 0000 0000 8846 0060, Chengdu University of Technology, Chengdu, Sichuan, China,grid.411288.6, 0000 0000 8846 0060, Chengdu University of Technology, Chengdu, Sichuan, China.The morphology evolution of the shear band in slope: insights from physical modelling using transparent soil[J].Bulletin of Engineering Geology and the Environment: The official journal of the IAEG,2020.
Long Zhe,Yan Zhi xin,Liu Chun bo.Shear Effects on the Anchorage Interfaces and Seismic Responses of a Rock Slope Containing a Weak Layer under Seismic Action[J].Mathematical Problems in Engineering,2020.
Xiaowu Pu,Lanmin Wang,Ping Wang,Shaofeng Chai.Study of shaking table test of seismic subsidence loess landslides induced by the coupling effect of earthquakes and rainfall[J].Natural Hazards,2020.
Hung Wen-Yi,Tran Minh-Canh,Yeh Fu-Hsuan,Lu Chih-Wei,Ge Louis.Centrifuge modeling of failure behaviors of sandy slope caused by gravity, rainfall, and base shaking[J].Engineering Geology,2020(prep).
Songlin Li,Qiang Xu,Minggao Tang,Huajin Li,He Yang,Yong Wei.Centrifuge Modeling and the Analysis of Ancient Landslides Subjected to Reservoir Water Level Fluctuation[J].Sustainability,2020.
Yan-Guo Zhou,Di Meng,Qiang Ma,Dao-Sheng Ling,Bo Huang,Yun-Min Chen.Frequency response function and shaking control of ZJU-400 geotechnical centrifuge shaker[J].International Journal of Physical Modelling in Geotechnics,2019.
Hiroshi Nakazawa,Kazuya Usukura,Tadashi Hara,Daisuke Suetsugu,Kentaro Kuribayashi,Tsuyoshi Nishi,Shun Kimura,Shoji Shimomura.Problems in Earthquake Resistance Evaluation of Gabion Retaining Wall Based on Shake Table Test with Full-Scale Model[J].Journal of Disaster Research,2019.
Azadeh Hojat,Diego Arosio,Vladislav Ivov Ivanov,Laura Longoni,Monica Papini,Marco Scaioni,Greta Tresoldi,Luigi Zanzi.Geoelectrical characterization and monitoring of slopes on a rainfall-triggered landslide simulator[J].Journal of Applied Geophysics,2019.
Zhixiong Chen,Peng Yang,Hanlong Liu,Wengang Zhang,Chongzhi Wu.Characteristics analysis of granular landslide using shaking table model test[J].Soil Dynamics and Earthquake Engineering,2019.
Yin Xiaojun,Wang Lanmin.Shaking Table Tests on Sliding Displacements of Loess Slope under Coupling Effect of Rainfall and Earthquake[J].Shock and Vibration,2019.
Shuo Zhang,Xiangjun Pei,Shanyong Wang,Runqiu Huang,Xiaochao Zhang,Zhilu Chang.Centrifuge model testing of a loess landslide induced by rising groundwater in Northwest China[J].Engineering Geology,2019.
School of Civil Engineering,Southwest Jiaotong University,Key Laboratory of Transportation Tunnel Engineering,Ministry of Education,School of Civil Engineering,Southwest Jiaotong University,Key Laboratory of Transportation Tunnel Engineering,Ministry of Education,School of Civil Engineering and Architecture,Hainan University,School of Civil Engineering,Southwest Jiaotong University,Key Laboratory of Transportation Tunnel Engineering,Ministry of Education,School of Civil Engineering,Southwest Jiaotong University,Key Laboratory of Transportation Tunnel Engineering,Ministry of Education,School of Civil Engineering,Southwest Jiaotong University,Key Laboratory of Transportation Tunnel Engineering,Ministry of Education.Dynamic response and dynamic failure mode of the slope subjected to earthquake and rainfall[J].Landslides,2019.
Yulong Chen,Muhammad Irfan,Taro Uchimura,Yang Wu,Fangwei Yu.Development of elastic wave velocity threshold for rainfall-induced landslide prediction and early warning[J].Landslides,2019.
Shan Dong,Wenkai Feng,Wenkai Feng,Yibo Yin,Rui Hu,Hongchuan Dai.Examination of Rainfall-Induced Landslide Failure Mechanisms via a Centrifuge Physical Simulation Test[J].Open Journal of Geology,2019(13).
Li Nan,Men Yuming,Yuan Liqun,Wang Banqiao,Li Jun,Liu Xueling.Seismic response of micropiles-reinforced landslide based on shaking table test[J].Geomatics, Natural Hazards and Risk,2019.
Wu L. Z.,Zhang L. M.,Zhou Y.,Xu Q.,Yu B.,Liu G. G.,Bai L. Y..Theoretical analysis and model test for rainfall-induced shallow landslides in the red-bed area of Sichuan[J].Bulletin of Engineering Geology and the Environment,2018(4).
Fasheng Miao,Yiping Wu,Linwei Li,Huiming Tang,Yaonan Li.Centrifuge model test on the retrogressive landslide subjected to reservoir water level fluctuation[J].Engineering Geology,2018.
Cheng-Han Lin,Hung-Hui Li,Meng-Chia Weng.Discrete element simulation of the dynamic response of a dip slope under shaking table tests[J].Engineering Geology,2018.
Wanghua Sui,Guosheng Zheng.An experimental investigation on slope stability under drawdown conditions using transparent soils[J].Bulletin of Engineering Geology and the Environment,2018.
Yulong Chen,Muhammad Irfan,Taro Uchimura,Guanwen Cheng,Wen Nie.Elastic wave velocity monitoring as an emerging technique for rainfall-induced landslide prediction[J].Landslides,2018.
H.Q. Yang,S.G. Xing,Q. Wang,Z. Li.Model test on the entrainment phenomenon and energy conversion mechanism of flow-like landslides[J].Engineering Geology,2018.
original> .Identification of a Suitable 3D Printing Material for Mimicking Brittle and Hard Rocks and Its Brittleness Enhancements[J].Rock Mechanics and Rock Engineering,2018.
Schenato Luca,Palmieri Luca,Camporese Matteo,Bersan Silvia,Cola Simonetta,Pasuto Alessandro,Galtarossa Andrea,Salandin Paolo,Simonini Paolo.Distributed optical fibre sensing for early detection of shallow landslides triggering.[J].Scientific reports,2017.
Lei Fan,Guangcheng Zhang,Bo Li,Huiming Tang.Deformation and failure of the Xiaochatou Landslide under rapid drawdown of the reservoir water level based on centrifuge tests[J].Bulletin of Engineering Geology and the Environment,2017.
Hong-zhi Qiu,Ji-ming Kong,Ren-chao Wang,Yun Cui,Sen-wang Huang.Response mechanism of post-earthquake slopes under heavy rainfall[J].Journal of Seismology,2017.
Erika Andrea Acosta,Sérgio Tibana,Márcio de Souza Soares de Almeida,Fernando Saboya.Centrifuge modeling of hydroplaning in submarine slopes[J].Ocean Engineering,2017.
Department of Civil and Environmental Engineering, University of California, Davis, USA,Disaster Prevention Research Institute, Kyoto University, Kyoto, Japan,Department of Civil and Environmental Engineering, University of California, Davis, USA,Department of Civil and Environmental Engineering, University of California, Davis, USA.LEAP-GWU-2015 centrifuge test at UC Davis[J].Soil Dynamics and Earthquake Engineering,2018.
Zelin Zhang,Tao Wang,Shuren Wu,Huiming Tang,Changyu Liang.Investigation of dormant landslides in earthquake conditions using a physical model[J].Landslides,2017.
Junwei Ma,Huiming Tang,Xinli Hu,Antonio Bobet,Rui Yong,Mutasim A. M. Ez Eldin.Model testing of the spatial–temporal evolution of a landslide failure[J].Bulletin of Engineering Geology and the Environment,2017.
Fangyue Luo,Ga Zhang.Progressive failure behavior of cohesive soil slopes under water drawdown conditions[J].Environmental Earth Sciences,2016.
Runqiu Huang,Guoqing Chen,Fan Guo,Guofeng Zhang,Yan Zhang.Experimental study on the brittle failure of the locking section in a large-scale rock slide[J].Landslides,2016.
Stanier, S. A.,Blaber, J.,Take, W. A.,White, D. J..Improved image-based deformation measurement for geotechnical applications[J].Canadian Geotechnical Journal,2016.
Osama Abuhajar,Hesham El Naggar,Tim Newson.Experimental and numerical investigations of the effect of buried box culverts on earthquake excitation[J].Soil Dynamics and Earthquake Engineering,2015.
Mehdi Amini,Mohammad Golamzadeh,Mohammad Khosravi.Physical and theoretical modeling of rock slopes against block-flexure toppling failure[J].International Journal of Mining and Geo-Engineering,2015.
V Matziaris,A M Marshall,C M Heron,H-S Yu.Centrifuge model study of thresholds for rainfall-induced landslides in sandy slopes[J].IOP Conference Series: Earth and Environmental Science,2015.
Bernardo Caicedo.Mathematical and physical modelling of rainfall in centrifuge[J].International Journal of Physical Modelling in Geotechnics,2015.
W A Take,R A Beddoe.Physical modelling of rainfall-induced flow failures in loose granular soils[J].IOP Conference Series: Earth and Environmental Science,2015.
Wenkai Feng,Runqiu Huang,Jintao Liu,Xiangtao Xu,Min Luo.Large-scale field trial to explore landslide and pipeline interaction[J].Soils and Foundations,2015.
Richard M. Iverson.Scaling and design of landslide and debris-flow experiments[J].Geomorphology,2015.
L. Z. Wu,R. Q. Huang,Q. Xu,L. M. Zhang,H. L. Li.Analysis of physical testing of rainfall-induced soil slope failures[J].Environmental Earth Sciences,2015.
Huiming Tang,Changdong Li,Xinli Hu,Aijun Su,Liangqing Wang,Yiping Wu,Robert Criss,Chengren Xiong,Yunan Li.Evolution characteristics of the Huangtupo landslide based on in situ tunneling and monitoring[J].Landslides,2015.
W. Hu,Q. Xu,C. Rui,R. Q. Huang,T. W. J. van Asch,X. Zhu,Q. Q. Xu.An instrumented flume to investigate the initiation mechanism of the post-earthquake huge debris flow in the southwest of China[J].Bulletin of Engineering Geology and the Environment,2015.
Chao Jiang,Gao-Feng Zhao.A Preliminary Study of 3D Printing on Rock Mechanics[J].Rock Mechanics and Rock Engineering,2015.
S.K. BRYANT,W.A. TAKE,E.T. BOWMAN,M.D.L. MILLEN.Physical and numerical modelling of dry granular flows under Coriolis conditions[J].Géotechnique,2015.
Fawzy M. Ezzein,Richard J. Bathurst.Geogrid and Soil Displacement Observations During Pullout Using a Transparent Granular Soil[J].Geotechnical Testing Journal,2015.
W. Hu,Q. Xu,T.W.J. van Asch,X. Zhu,Q.Q. Xu.Flume tests to study the initiation of huge debris flows after the Wenchuan earthquake in S-W China[J].Engineering Geology,2014.
Gordon G. D. Zhou,P. Cui,H. Y. Chen,X. H. Zhu,J. B. Tang,Q. C. Sun.Experimental study on cascading landslide dam failures by upstream flows[J].Landslides,2013.
Irene Manzella,Vincent Labiouse.Empirical and analytical analyses of laboratory granular flows to investigate rock avalanche propagation[J].Landslides,2013.
Anja Dufresne.Granular flow experiments on the interaction with stationary runout path materials and comparison to rock avalanche events[J].Earth Surface Processes and Landforms,2012.
Yong Zhi Wang,Xiao Ming Yuan,Rui Sun.General Layout and Key Construction Technologies of Large Scale Centrifugal Shakers[J].Applied Mechanics and Materials,2011.
Kuo-Lung Wang,Meei-Ling Lin.Initiation and displacement of landslide induced by earthquake — a study of shaking table model slope test[J].Engineering Geology,2011(1).
grid.2865.9, 0000000121546924, US Geological Survey, Vancouver, Washington 98683, USA,grid.2865.9, 0000000121546924, US Geological Survey, Menlo Park, California 94025, USA,grid.2865.9, 0000000121546924, US Geological Survey, Vancouver, Washington 98683, USA,grid.2865.9, 0000000121546924, US Geological Survey, Vancouver, Washington 98683, USA,grid.2865.9, 0000000121546924, US Geological Survey, Denver, Colorado 80225, USA,grid.2865.9, 0000000121546924, US Geological Survey, Vancouver, Washington 98683, USA.Positive feedback and momentum growth during debris-flow entrainment of wet bed sediment[J].Nature Geoscience,2011.
Elisabeth T. BowmanE.T. Bowman,Jan LaueJ. Laue,Bernd ImreB. Imre,Sarah M. SpringmanS.M. Springman.Experimental modelling of debris flow behaviour using a geotechnical centrifuge[J].Canadian Geotechnical Journal,2010.
Iverson, Richard M.,Logan, Matthew,LaHusen, Richard G.,Berti, Matteo.The perfect debris flow? Aggregated results from 28 large-scale experiments[J].Journal of Geophysical Research. Earth Surface,2010.
Tamotsu TAKAHASHI.A Review of Japanese Debris Flow Research[J].International Journal of Erosion Control Engineering,2009.
Vincenzo D'Agostino,Matteo Cesca,Lorenzo Marchi.Field and laboratory investigations of runout distances of debris flows in the Dolomites (Eastern Italian Alps)[J].Geomorphology,2009.
Design And Commissioning Of A Laminar Soil Container For Use On Small Shaking Tables[J].Soil dynamics and earthquake engineering,2009.
Tom Beer.The Natural Hazards Theme of the International Year of Planet Earth[J].Natural Hazards,2007.
Tony LT Zhan,Charles WW Ng,Del G Fredlund.Field study of rainfall infiltration into a grassed unsaturated expansive soil slope[J].Canadian Geotechnical Journal,2007.
Y Tagawa,K Kajiwara.Controller development for the E-Defense shaking table[J].Proceedings of the Institution of Mechanical Engineers, Part I: Journal of Systems and Control Engineering,2007.
Shaking table tests in earthquake geotechnical engineering[J].Current Science,2004.
H. Moriwaki,T. Inokuchi,T. Hattanji,K. Sassa,H. Ochiai,G. Wang.Failure processes in a full-scale landslide experiment using a rainfall simulator[J].Landslides,2004.
Hirotaka Ochiai,Yasuhiko Okada,Gen Furuya,Yoichi Okura,Takuro Matsui,Toshiaki Sammori,Tomomi Terajima,Kyoji Sassa.A fluidized landslide on a natural slope by artificial rainfall[J].Landslides,2004.
Gonghui Wang,Kyoji Sassa.Pore-pressure generation and movement of rainfall-induced landslides: effects of grain size and fine-particle content[J].Engineering Geology,2003.
C. W. W. Ng,L. T. Zhan,C. G. Bao,D. G. Fredlund,B. W. Gong.Performance of an unsaturated expansive soil slope subjected to artificial rainfall infiltration[J].Géotechnique,2003.
S. Egashira,N. Honda,T. Itoh.Experimental study on the entrainment of bed material into debris flow[J].Physics and Chemistry of the Earth, Part C: Solar, Terrestrial & Planetary Science,2001.
J. Zhang,J.J. Jiao,J. Yang.In situ rainfall infiltration studies at a hillside in Hubei Province, China[J].Engineering Geology,2000(1).
Yoichi Okura,Hikaru Kitahara,Toshiaki Sammori,Akiko Kawanami.The effects of rockfall volume on runout distance[J].Engineering Geology,2000.
Carlo Gregoretti.The initiation of debris flow at high slopes: experimental results[J].Journal of Hydraulic Research,2000.
T T Lim,H Rahardjo,M F Chang,D G Fredlund.Effect of rainfall on matric suctions in a residual soil slope[J].Canadian Geotechnical Journal,1996.
K. A. Johnson,N. Sitar.Hydrologic conditions leading to debris-flow initiation[J].Canadian Geotechnical Journal,1990.
EDWIN L. HARP,WADE G. WELLS,JOHN G. SARMIENTO.Pore pressure response during failure in soils[J].GeoScienceWorld,1990.
H. Van Steun,J. P. Coutard.Laboratory experiments with small debris flows: Physical properties related to sedimentary characteristics[J].Earth Surface Processes and Landforms,1989.
Ö. Aydan,Y. Shimizu,Y. Ichikawa.The effective failure modes and stability of slopes in rock mass with two discontinuity sets[J].Rock Mechanics and Rock Engineering,1989.
Norio YAGI,Ryuichi YATABE,Meiketsu ENOKI.Laboratory and Field Experiments on Prediction Method of Occuring Time of Slope Failure due to Rainfall[J].Landslides,1985.
David H. Pilgrim,Dale D. Huff.Suspended sediment in rapid subsurface stormflow on a large field plot[J].Earth Surface Processes and Landforms,1983.
R. C. Sidle,D. N. Swanston.Analysis of a small debris slide in coastal Alaska[J].Canadian Geotechnical Journal,1982.
Bray J.W.,Goodman R.E..The theory of base friction models[J].International Journal of Rock Mechanics and Mining Sciences & Geomechanics Abstracts,1981.
Takahashi Tamotsu.Mechanical Characteristics of Debris Flow[J].Journal of the Hydraulics Division,1978.
周公旦,崔鹏,吴宏伟,游勇,钟卫,宋东日,周垂一,沈宏伟,尚明生,张学睿.山地灾害大尺度动力学模拟实验平台[J].中国科学院院刊,2024(08).
成泽霖,夏云峰,徐华,吴道文,李阳帆.滑坡堰塞坝漫顶溃决对外部动力条件的响应机制[J].水科学进展,2024(04).
朱甲龙,王林华,孔昊泉,王晓泉,汪俊.一种新型模拟软质岩相似材料研究[J].武汉理工大学学报,2024(06).
赵晨,谢谟文,杜岩,黄正均,贺铮,路光.倾倒型危岩体空间振动特征及损伤识别[J].工程科学与技术,2024(05).
祝介旺,吕国靖,李文乐,周广强,王生勇.强震作用下崩滑危岩体模型试验滑面材料配比研究[J].山东建筑大学学报,2024(03).
陈矿雨,赵其华.小相似比高位滑坡模型试验相似材料研究[J].人民长江,2024(09).
孙书伟,李圆,杨晓锐,胡家冰,刘流.不同岩层倾角顺倾层状岩质边坡破坏机制研究[J].岩石力学与工程学报,2024(07).
陈国庆,秦昌安,魏涛,马金根,吴章雷.岩质边坡阶梯状破坏及岩桥破裂机制研究[J].岩石力学与工程学报,2024(04).
龚柏城,苑久超,王磊,吉锋.软硬岩互层反倾高边坡变形破坏过程物理模型试验研究[J].地质灾害与环境保护,2024(01).
穆成林,张御阳,裴向军,马浩,周昕,李林燕.反倾层状斜坡破裂面演化特征离心机模型试验与数值模拟[J].水文地质工程地质,2024(01).
王櫹橦,陈盟,唐莹影,袁仁茂.透明土试验技术在滑坡降雨入渗中的研究与应用[J].煤炭学报,2024(07).
任旭,王鸿榕,刘梓晗,徐桂弘,汪权明.可再分散乳胶粉对软岩相似材料性能的影响[J].地下空间与工程学报,2023(S2).
许超,薛雷,崔远,姜彤,董金玉.岩质滑坡模型相似材料试验研究[J].公路交通科技,2023(11).
信春雷,杨飞,冯文凯,李文惠,廖军.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(12).
刘洪华,武闻禹,王志朋,于鹏,周晓雪,刘瑞军,刘红军.基于大型物理模型试验的强降雨诱发全风化花岗岩滑坡失稳分析[J].科学技术与工程,2023(27).
胡南燕,黄建彬,罗斌玉,李雪雪,陈敦熙,曾子懿,付晗,娄家豪.环氧树脂基脆性透明岩石相似材料配比试验研究[J].岩土力学,2023(12).
周昌,马文超,胡元骏,史光明.基于透明土的库水位骤降下消落带滑坡-伞型锚体系变形破坏机理[J].工程地质学报,2023(04).
温继伟,陈昊天,曾现恩,项天.土工离心机设计与应用综述[J].岩土工程技术,2023(04).
信春雷,李文惠,冯文凯,杨飞,廖军.近断层地震动对阶梯式顺层岩质路堑边坡震裂损伤的作用机制[J].振动工程学报,2025(02).
姬彦东,林棋文,王玉峰,程谦恭,任占强,姚志勇,孙先锋.滑坡-碎屑流模型实验岩石相似材料特性研究[J].工程地质学报,2023(03).
巴振宁,符瞻远,韩庆华,梁建文,刘铭劼,张晋元.大型复杂动力机器基础参振质量的概念、理论及应用[J].地震工程与工程振动,2023(03).
苏占东,周思哲,王成虎,孙进忠,曾扬农,张建勇,张明磊,王磊,朱卓辉,李小瑞.工程岩体物理模拟研究中实验材料的选择与应用[J].地质论评,2023(03).
许艺林,李远耀,李思德,石浩.库水位下降叠加降雨作用时堆积层滑坡渗流-变形机制[J].地质科技通报,2024(01).
冷先伦,王川,盛谦,宋文军,陈健,张占荣,陈菲.基于透明相似模型试验的主控裂隙边坡变形破坏演化机制研究[J].岩土力学,2023(05).
张欣欣,范宣梅,王文松,郭劲松,杜三林,于宗洋.高寒地区楔形体滑坡启动机制离心模型试验研究[J].岩石力学与工程学报,2023(05).
荆海晓,李磊,李鹏峰,李国栋.不同类型滑坡涌浪波爬坡的实验研究[J].水动力学研究与进展A辑,2023(01).
徐光明,王年香,顾行文,任国峰,周春儿,吴加武.模型箱约束对大变形破坏离心模型试验影响初探[J].岩土工程学报,2023(02).
翟淑花,于家烁,齐干,刘欢欢,冒建,王云涛.降雨入渗条件下堆积体边坡致灾因子试验分析[J].地质科技通报,2023(03).
黄杰,党超.卡口地形段泥石流堵塞效应分析——以四川什邡桦头尖泥石流沟域为例[J].中国地质灾害与防治学报,2023(03).
刘汉东,赵亚文,董金玉,杨兴隆,景茂,李鹏举,罗嘉铭.含软弱岩层反倾岩质边坡地震动力响应与破坏模式[J].地球科学,2022(12).
王闯,董金玉,刘汉东,黄志全,赵亚文,杨兴隆.三段式锁固型岩质边坡动力响应特性及破坏机制振动台模型试验研究[J].地球科学,2022(12).
王涓,宋丽婧,刘轶,廖海梅.滑坡碎屑流运动及堵江堰塞体堆积特性模型试验[J].人民长江,2023(02).
李常青,刘吉龙,蒋丽忠.重力失真和质量失真对缩尺试验误差的理论分析[J].铁道科学与工程学报,2023(09).
吴茂林,罗刚,高延超,陈西南,翟新乐.正反粒序结构条件下滑坡堰塞坝破坏模式研究[J].水文地质工程地质,2022(06).
刘世康,范宣梅,王文松,魏振磊,杜三林,郭劲松.降雨模式对震后泥石流起动模式影响的试验研究:以九寨天堂沟为例[J].地质科技通报,2022(06).
吕立群,周冠宇,马超,黄锋,皋子琪.古沉积盆地下切引发的泥石流侵蚀和波状流动耦合过程[J].地球科学,2023(09).
孟生勇,江兴元,杨义,孙乾征,史文兵.降雨诱发堆积体滑坡水土响应与稳定性时空演化试验研究[J].水文地质工程地质,2023(01).
王乐华,胡永搏,付寅韬,李建林,许晓亮.3D打印技术在岩石力学试验中的应用与展望[J].土木工程学报,2023(11).
赵飞,俞松波,李博,石振明.地震作用下岩质边坡大型振动台试验研究进展[J].地球科学,2022(12).
刘昉,戚园春,吴敏睿.冻土条件下均质土堤漫顶溃决试验研究[J].水利水电科技进展,2022(06).
张恩铭,程谦恭,林棋文,谢宇,王玉峰,姚志勇,孙先锋.岩体结构对岩质滑坡运动过程和堆积特征的影响研究[J].水文地质工程地质,2022(03).
李任杰,胡富杭,石豫川,王磊,吕可伟.基于底摩擦试验的硬岩岩质边坡变形过程及破坏机制研究[J].水文地质工程地质,2022(03).
亢佳乐,卢全中,占洁伟,杨天亮,沈首秀.隐伏地裂缝破裂扩展物理模型试验边界效应[J].吉林大学学报(地球科学版),2022(03).
郭长宝,张永双,刘定涛,滑帅,任三绍,李雪,金继军.基于离心机模型试验的甘肃江顶崖古滑坡复活机理研究[J].工程地质学报,2022(01).
胡开颜,莫淳淯,张益华,李双双,孙健维,韩鹏,黄清华.基于自然电位法的滑坡监测实验研究[J].地球物理学报,2021(12).
郭明珠,谷坤生,王天成.反倾岩质斜坡振动台试验研究综述[J].工程抗震与加固改造,2021(06).
谢忱,李从江,杨兴国,范刚,李海波,周家文.基于物理模型试验的堰塞坝冲刷溃决过程研究[J].工程科学与技术,2021(06).
苏鹏程,刘威,李昊,陈乔,刘阳,张议芳.喜马拉雅中段冰湖终碛坝体溃决过程实验研究——以嘉龙错冰湖终碛坝为例[J].中国地质灾害与防治学报,2021(05).
吕艳,周泽华,刁钰恒,苏生瑞,王祚鹏,柴少峰,宋庆伟.秦岭甘湫池花岗岩质崩塌振动台试验研究[J].工程地质学报,2021(05).
秦鹏飞,齐悦,杨光,梁一星.岩土工程测试技术研究新进展[J].水利与建筑工程学报,2021(05).
Qianqian Li,Dong Huang,Shufeng Pei,Jianping Qiao,Meng Wang.Using Physical Model Experiments for Hazards Assessment of Rainfall-Induced Debris Landslides[J].Journal of Earth Science,2021(05).
谢军,倪雅静,胡英飞,包淑贤,李延涛.振动台试验模型箱的研究进展[J].现代隧道技术,2021(04).
朱谭方,辛鹏,姚磊华,胡乐,胡波.水力作用诱发硬土软岩滑坡启动机制研究[J].岩土力学,2021(10).
雨德聪,丁攀,杨志全,韩用顺,廖丽萍.初始含水率对黄土滑坡堰塞坝溃决影响研究[J].山地学报,2021(03).
任占强,宋章,林棋文,程谦恭,刘毅,邓凯丰,蒙浩,涂津.滑坡碎屑化运动物理模型相似材料特性研究[J].水文地质工程地质,2021(02).
樊圆圆,宋玲,魏学利.基于水槽试验的冰碛土泥石流启动机理分析——以中巴公路艾尔库然沟为例[J].中国地质灾害与防治学报,2021(01).
杜建明,房倩,刘翔,海路.透明土物理模拟试验技术现状与趋势[J].科学技术与工程,2021(03).
谢显龙,廖昕,施艳秋,蒋翰,吴红刚.黄土基覆层边坡动力破坏特征的大型振动台试验研究[J].工程地质学报,2022(04).
刘汉香,周逸飞,李欣.层状复合岩体边坡动力特性及地震响应特性的振动台试验研究[J].岩石力学与工程学报,2021(04).
肖捷夫,李云安,胡勇,张申,蔡浚明.库水涨落和降雨条件下古滑坡变形特征模型试验研究[J].岩土力学,2021(02).
杜强,周健.基于离心模型试验的降雨诱发滑坡宏细观机理研究[J].岩土工程学报,2020(S1).
陈生水,顾行文,任国峰,徐光明,王年香.NHRI-400 g·t大型土工离心机升级改造[J].岩土工程学报,2020(S2).
肖捷夫,李云安,蔡浚明.水位涨落作用下藕塘滑坡响应特征模型试验研究[J].工程地质学报,2020(05).
Deng Zhiyun,Liu Xinrong,Liu Yongquan,Liu Shulin,Han Yafeng,Liu Jinhui,Tu Yiliang.Model test and numerical simulation on the dynamic stability of the bedding rock slope under frequent microseisms[J].Earthquake Engineering and Engineering Vibration,2020(04).
姚昌荣,王友彪,李亚东,强斌,刘赛智.泥石流冲击桥梁2019年度研究进展[J].土木与环境工程学报(中英文),2020(05).
王琳,谭建民,李高,王力.滑坡物理模型试验研究进展[J].科技通报,2020(08).
朱权威,冯文凯,肖锐铧,吴卓林,苏永超.三峡库区岩质滑坡离心模拟黏结材料渗透性试验研究[J].科学技术与工程,2020(22).
王永志,王体强,王海,汤兆光.我国土工离心机进展与研发关键技术[J].地震研究,2020(03).
亓星,陶叶青.甘肃黑方台突发型黄土滑坡形成过程的物理模拟[J].科学技术与工程,2020(16).
陶志刚,李华鑫,曹辉,庞仕辉,王贺.降雨条件下全段高排土场边坡稳定性实验研究[J].煤炭学报,2020(11).
周月,廖海梅,甘滨蕊,陈明亮,周家文.滑坡运动冲击破碎物理模型试验研究[J].岩石力学与工程学报,2020(04).
赵建军,李金锁,马运韬,余建乐.降雨诱发采动滑坡物理模拟试验研究[J].煤炭学报,2020(02).
葛云峰,李信杰,杜彬,仇雅诗,赵斌滨,郑海,孙昊.多功能高速远程滑坡运动堆积过程物理模型试验装置设计与应用[J].地质科技通报,2020(01).
李长冬,龙晶晶,姜茜慧,付智勇.水库滑坡成因机制研究进展与展望[J].地质科技通报,2020(01).
宁奕冰,唐辉明,张勃成,申培武,章广成,夏丁.基于正交设计的岩石相似材料配比研究及底摩擦物理模型试验应用[J].岩土力学,2020(06).
詹志发,祁生文,何乃武,郑博文,葛传峰.强震作用下均质岩质边坡动力响应的振动台模型试验研究[J].工程地质学报,2019(05).
柴少峰,王平,郭海涛,蒲小武,车高凤,王丽丽,马金莲,许世阳,王会娟,常文斌.大型振动台试验土质边坡模型材料相似性及评价[J].地震工程学报,2019(05).
汤明高,李松林,许强,龚正峰,祝权,魏勇.基于离心模型试验的库岸滑坡变形特征研究[J].岩土力学,2020(03).
郑光,许强,彭双麒.滑坡-碎屑流的堆积特征及机理分析[J].工程地质学报,2019(04).
王如宾,夏瑞,徐卫亚,王环玲,祁健.滑坡堆积体降雨入渗过程物理模拟试验研究[J].工程科学与技术,2019(04).
苏立君,梁双庆,王洋.震后降雨型碎石土斜坡稳定性的试验研究[J].工程科学与技术,2019(04).
汪丽,李新生,李同录.隐伏地裂缝扩展的大型原位浸水试验研究[J].地质力学学报,2019(03).
詹志发,贺建先,郑博文,祁生文.边坡模型相似材料配比试验研究[J].地球物理学进展,2019(03).
仉义星,兰恒星,李郎平,伍宇明,陈志超,陈俊辉.综合统计模型和物理模型的地质灾害精细评估——以福建省龙山社区为例[J].工程地质学报,2019(03).
于文才,杨亚磊,卢全中,韩文卿.不同活动速率下隐伏地裂缝的模型试验研究[J].中国地质灾害与防治学报,2019(02).
白永健,葛华,冯文凯,徐伟,铁永波.乌蒙山区红层软岩滑坡地质演化及灾变过程离心机模型试验研究[J].岩石力学与工程学报,2019(S1).
王东坡,陈政,何思明,陈克坚,刘发明,李明清.泥石流冲击桥墩动力相互作用物理模型试验[J].岩土力学,2019(09).
习朝辉,裴向军,穆成林,阳博,董源.顺层岩质边坡开挖变形破坏特征研究[J].煤炭技术,2019(02).
魏迎奇,张雪东,张紫涛,梁建辉,胡晶.基于LXJ-4-450平台的土工离心模型试验研究[J].水利学报,2018(09).
徐楚,胡新丽,何春灿,徐迎,周昌.水库型滑坡模型试验相似材料的研制及应用[J].岩土力学,2018(11).
张御阳,裴向军,唐皓,王东坡,谷虎,董源.反倾岩坡倾倒变形结构面影响效应研究[J].工程地质学报,2018(04).
江学良,牛家永,杨慧,祝中林,连鹏远.下伏隧道层状岩质边坡地震响应特性的大型振动台试验研究[J].应用力学学报,2018(04).
巨能攀,邓天鑫,李龙起,蒋金阳,张陈羊.强震作用下陡倾顺层斜坡倾倒变形机制离心振动台试验[J].岩土力学,2019(01).
裴向军,张硕,黄润秋,张晓超,王思铎,常志璐,范珊.地下水雍高诱发黄土滑坡离心模型试验研究[J].工程科学与技术,2018(05).
赵建军,余建乐,解明礼,柴贺军,李涛,步凡,蔺冰.降雨诱发填方路堤边坡变形机制物理模拟研究[J].岩土力学,2018(08).
张泽林,吴树仁,王涛,唐辉明,梁昌玉.地震作用下黄土滑坡加速度深度放大效应及震后变形模式研究[J].土木工程学报,2018(04).
周昌,胡新丽,徐楚,谭福林,王强,徐迎.三峡库区滑坡消涨带变形破坏模型试验[J].中国公路学报,2018(02).
CUI Sheng-hua,PEI Xiang-jun,WU Hao-yu,HUANG Run-qiu.Centrifuge model test of an irrigation-induced loess landslide in the Heifangtai loess platform, Northwest China[J].Journal of Mountain Science,2018(01).
苗发盛,吴益平,谢媛华,李曜男,李麟玮.水位升降条件下牵引式滑坡离心模型试验[J].岩土力学,2018(02).
葛康,陈世鸣.大缩尺模型振动台试验误差分析[J].结构工程师,2017(05).
王兰民,蒲小武,吴志坚,徐舜华,刘琨.地震和降雨耦合作用下黄土边坡动力响应的振动台试验研究[J].岩土工程学报,2018(07).
张永双,孙璐,殷秀兰,孟晖.中国环境地质研究主要进展与展望[J].中国地质,2017(05).
张彦君,年廷凯,王亮,唐军.岩质边坡物理模型试验相似材料研究[J].西南交通大学学报,2019(01).
唐鹏,陈国庆,黄润秋,路晓东.基于物理模拟试验的岩质滑坡地表位移分析[J].水文地质工程地质,2017(04).
范亚伦,张伟宾,周志军,苏慧敏,魏晓康,缪文鼎.含不连续面岩质边坡动力响应研究[J].铁道科学与工程学报,2017(06).
李丽华,任增乐,李广信,肖衡林,杨智勇,杨超,崔飞龙.复合加筋路堤边坡振动台模型试验[J].西南交通大学学报,2017(03).
杨兵,孙明祥,王润民,杨涛,冯君,周德培.土体含水率对边坡动力破坏模式及动力响应影响的振动台试验研究[J].岩土工程学报,2018(04).
雷先顺,朱大勇,刘诚,卢坤林,陈菊香.考虑滑道坡度和宽度的滑坡模型试验研究[J].岩土力学,2017(05).
张陈羊,巨能攀,李龙起,蒋金阳,邓天鑫.离心场中陡倾顺层岩质边坡振动试验关键技术研究[J].长江科学院院报,2017(09).
关振长,廖重辉,龚振峰,黄宏伟.基于振动台模型试验的二元结构边坡地震动力响应研究[J].工程地质学报,2017(01).
易志坚,黄润秋,吴海燕,何顺勋,杨建,周龙寿.唐古栋滑坡成因机制研究[J].工程地质学报,2016(06).
李卓,何勇军,盛金保,李宏恩,李铮,杨阳.降雨与库水位共同作用下近坝库岸边坡滑坡模型试验研究[J].岩土工程学报,2017(03).
石振明,赵思奕,苏越.降雨作用下堆积层滑坡的模型试验研究[J].水文地质工程地质,2016(04).
国巍,李绿宇,邵平.大型结构地震模拟振动台及台阵的试验精度分析[J].地震工程与工程振动,2016(02).
岳建军,林锋,吉世祖,李俊.缓倾外软硬互层型斜坡启滑前地下水压力分布特征物理模拟研究[J].科学技术与工程,2015(33).
潘皇宋,李天斌,仵拨云,任洋,宋涛.降雨条件下折线型滑面的大型滑坡稳定性离心模型试验[J].岩土工程学报,2016(04).
苗朝,沈军辉,杨佳丽,徐久燕.雅砻江甲西滑坡倾倒弯曲-拉裂形成机制研究[J].防灾减灾工程学报,2015(03).
杨阳,曹叔尤.堰塞坝漫顶溃决与演变水槽试验指标初探[J].四川大学学报(工程科学版),2015(02).
涂杰文,刘红帅,汤爱平,郑桐.基于离心振动台的堆积型滑坡加速度响应特征[J].岩石力学与工程学报,2015(07).
吴钟腾,冯文凯,朱继良.云南省彝良县麻窝后山滑坡变形破坏机理离心机模拟试验[J].水文地质工程地质,2014(04).
郝明辉,许强,杨磊,杨兴国,周家文.滑坡-碎屑流物理模型试验及运动机制探讨[J].岩土力学,2014(S1).
袁宗盼,陈新民,袁媛,张鹏.地质力学模型相似材料配比的正交试验研究[J].防灾减灾工程学报,2014(02).
石振明,王友权,彭铭,许强.余震作用下堰塞坝体破坏及溃决过程大型振动台试验研究[J].工程地质学报,2014(01).
冯振,殷跃平,蔡奇鹏,李滨.斜倾厚层山体滑坡启动机制的模型试验研究[J].岩石力学与工程学报,2014(S1).
Charles W.W.NG.香港科技大学土工离心机先进模拟技术在岩土工程中的应用(英文)[J].Journal of Zhejiang University-Science A(Applied Physics & Engineering),2014(01).
陈华勇,崔鹏,唐金波,周公旦.堵塞坝溃决对上游来流及堵塞模式的响应[J].水利学报,2013(10).
刘婧雯,黄博,邓辉,凌道盛,郭晓光,高美奔.地震作用下堆积体边坡振动台模型试验及抛出现象分析[J].岩土工程学报,2014(02).
FENG Zhen,YIN Yueping,LI Bin,YAN Jinkai.Physical Modeling of Landslide Mechanism in Oblique Thick-Bedded Rock Slope: A Case Study[J].Acta Geologica Sinica(English Edition),2013(04).
董金玉,杨继红,伍法权,杨国香,黄志全.顺层岩质边坡加速度响应规律和滑动堵江机制大型振动台试验研究[J].岩石力学与工程学报,2013(S2).
刘晶波,赵冬冬,张小波,王文晖.地基自由场离心机振动台模型试验研究[J].岩土工程学报,2013(05).
韩俊艳,杜修力,李立云.土工振动台试验连续体模型箱的适用性研究[J].地震工程与工程振动,2013(02).
刘翠容,姚令侃,杜翠,杨庆华.震后灾区泥石流阻塞大河判据与成灾模式试验研究[J].土木工程学报,2013(S1).
朱兴华,崔鹏,周公旦,陈华勇.稀性泥石流冲刷规律的试验研究[J].水利学报,2012(S2).
邢爱国,殷跃平,齐超,张明,黄汉杰,韩金良.高速远程滑坡气垫效应的风洞模拟试验研究[J].上海交通大学学报,2012(10).
朱兴华,崔鹏,陈华勇,唐金波,邹强.串珠状堰塞湖级联溃决对汶川震区河流演化的影响[J].四川大学学报(工程科学版),2012(04).
袁林娟,刘小生,汪小刚,杨正权,杨玉生.振动台土-箱结构模型动力特性及反应的解析分析[J].岩土工程学报,2012(06).
冯振,殷跃平,李滨,闫金凯.斜倾厚层岩质滑坡视向滑动的土工离心模型试验[J].岩石力学与工程学报,2012(05).
石菊松,吴树仁,张永双,王涛.应对全球变化的中国地质灾害综合减灾战略研究[J].地质论评,2012(02).
陈云敏,韩超,凌道盛,孔令刚,周燕国.ZJU400离心机研制及其振动台性能评价[J].岩土工程学报,2011(12).
陈晓平,黄井武,吴宏伟,马少坤.库岸古滑坡离心模型试验研究[J].岩土工程学报,2011(10).
董金玉,杨国香,伍法权,祁生文.地震作用下顺层岩质边坡动力响应和破坏模式大型振动台试验研究[J].岩土力学,2011(10).
刘汉香,许强,徐鸿彪,邹威.斜坡动力变形破坏特征的振动台模型试验研究[J].岩土力学,2011(S2).
冯振,殷跃平.我国土工离心模型试验技术发展综述[J].工程地质学报,2011(03).
陈强,孟国伟,刘世东.砂性土边坡稳定性离心模型试验研究[J].水文地质工程地质,2011(02).
左雅娅,冯文凯.土质边坡震裂机制物理模拟研究[J].工程地质学报,2011(01).
张明,殷跃平,吴树仁,张永双.高速远程滑坡-碎屑流运动机理研究发展现状与展望[J].工程地质学报,2010(06).
许强,刘汉香,邹威,范宣梅,陈建君.斜坡加速度动力响应特性的大型振动台试验研究[J].岩石力学与工程学报,2010(12).
许冲,戴福初,徐锡伟.汶川地震滑坡灾害研究综述[J].地质论评,2010(06).
李明,张嘎,李焯芬,张建民.离心模型试验中边坡开挖设备的研制与应用[J].岩土工程学报,2010(10).
刘君,刘福海,孔宪京,李永胜.PIV技术在大型振动台模型试验中的应用[J].岩土工程学报,2010(03).
陈国兴,王志华,左熹,杜修力,韩晓健.振动台试验叠层剪切型土箱的研制[J].岩土工程学报,2010(01).
徐友宁,曹琰波,张江华,陈华清,杨敏,王显炜.基于人工模拟试验的小秦岭金矿区矿渣型泥石流起动研究[J].岩石力学与工程学报,2009(07).
傅鹤林,李昌友,郭峰,周中.滑坡触发因素及其影响的原位试验[J].中南大学学报(自然科学版),2009(03).
许强,张登项,郑光.锦屏I级水电站左岸坝肩边坡施工期破坏模式及稳定性分析[J].岩石力学与工程学报,2009(06).
彭建兵,陈立伟,黄强兵,门玉明,范文,闫金凯,李珂,姬永尚,石玉玲.地裂缝破裂扩展的大型物理模拟试验研究[J].地球物理学报,2008(06).
岳志远,曹志先,闫军.滑坡体溃决洪水数学模型研究[J].水动力学研究与进展A辑,2008(05).
蔡国军,黄润秋,严明,龚满福.反倾向边坡开挖变形破裂响应的物理模拟研究[J].岩石力学与工程学报,2008(04).
张登项,许强.基于底摩擦试验的锦屏一级水电站左岸岩石高边坡变形机制研究[J].地质灾害与环境保护,2008(01).
杨庆华,姚令侃,任自铭,高召宁.地震作用下松散体斜坡崩塌动力学特性离心模型试验研究[J].岩石力学与工程学报,2008(02).
曹玲,罗先启,程圣国.千将坪滑坡物理模型试验相似材料研究[J].三峡大学学报(自然科学版),2007(01).
王汉鹏,李术才,张强勇,李勇,郭小红.新型地质力学模型试验相似材料的研制[J].岩石力学与工程学报,2006(09).
陈晓清,崔鹏,冯自立,陈杰,李泳.滑坡转化泥石流起动的人工降雨试验研究[J].岩石力学与工程学报,2006(01).
陈亚军,王家臣,常来山,朱红杰,刘广责.节理岩体边坡渐进破坏的试验研究[J].金属矿山,2005(08).
史培军,郭卫平,李保俊,郑璟,叶涛,王瑛,刘婧.减灾与可持续发展模式——从第二次世界减灾大会看中国减灾战略的调整[J].自然灾害学报,2005(03).
冯文凯,石豫川,柴贺军,冯学钢,兰波.缓倾角层状高边坡变形破坏机制物理模拟研究[J].中国公路学报,2004(02).
詹良通,吴宏伟,包承纲,龚壁卫.降雨入渗条件下非饱和膨胀土边坡原位监测[J].岩土力学,2003(02).
程圣国,方坤河,朱乔生.滑坡相似材料试验结果优化理论研究[J].三峡大学学报(自然科学版),2002(05).
胡明鉴,汪稔,张平仓.斜坡稳定性及降雨条件下激发滑坡的试验研究——以蒋家沟流域滑坡堆积角砾土坡地为例[J].岩土工程学报,2001(04).
王兆印.泥石流龙头运动的实验研究及能量理论[J].水利学报,2001(03).
章为民,日下部治.砂性地层地震反应离心模型试验研究[J].岩土工程学报,2001(01).
白冰,周健.土工离心模型试验技术的一些进展[J].西部探矿工程,2000(04).
杨仁文,叶明富,陈精日.云南蒋家沟泥石流运动要素观测数据整编[J].山地研究,1998(04).
汪小刚,张建红,赵毓芝,韩连兵.用离心模型研究岩石边坡的倾倒破坏[J].岩土工程学报,1996(05).
徐光明,章为民.离心模型中的粒径效应和边界效应研究[J].岩土工程学报,1996(03).
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