Modeling scale effects on consequent slope deformation by centrifuge model tests and the discrete elementmethod
暂无分享,去创建一个
[1] R. N. Taylor,et al. Geotechnical Centrifuge Technology , 2018 .
[2] D. Wyllie,et al. Rock Slope Engineering: Fourth Edition , 2004 .
[3] D. Varnes. SLOPE MOVEMENT TYPES AND PROCESSES , 1978 .
[4] N. Barton,et al. FUNDAMENTALS OF ROCK JOINT DEFORMATION , 1983 .
[5] Yi-Long Chang,et al. Modeling Particle Rolling Behavior by the Modified Eccentric Circle Model of DEM , 2012, Rock Mechanics and Rock Engineering.
[6] Mohammad Hossein Khosravi,et al. Performance of counterweight balance on stability of undercut slope evaluated by physical modeling , 2012 .
[7] Z. Chen,et al. Centrifuge Modeling of Rock Slopes Susceptible to Block Toppling , 2007 .
[8] Hung-Hui Li,et al. Kinematic model of a translational slide in the Cidu section of the Formosan Freeway , 2016, Landslides.
[9] E. G. Richard,et al. A model for the mechanics of jointed rock , 1968 .
[10] Fred Bell,et al. Foundation engineering in difficult ground , 1978 .
[11] 吳明淏. Evaluating triggering and causative factors of landslides in Lawnon River Basin, Taiwan , 2011 .
[12] P. Cundall,et al. A bonded-particle model for rock , 2004 .
[13] Meng-Chia Weng,et al. Relationship between the deformation characteristics and microscopic properties of sandstone explored by the bonded-particle model , 2012 .
[14] Huang Run-qiu,et al. LARGE-SCALE LANDSLIDES AND THEIR SLIDING MECHANISMS IN CHINA SINCE THE 20TH CENTURY , 2007 .
[15] Yo-Ming Hsieh,et al. Interpretations on how the macroscopic mechanical behavior of sandstone affected by microscopic properties—Revealed by bonded-particle model , 2008 .
[16] C. Lo,et al. Gravitational deformation mechanisms of slate slopes revealed by model tests and discrete element analysis , 2015 .
[17] W. Terry,et al. Particle Image Velocimetry , 2009 .
[18] Jyr-Ching Hu,et al. The Tsaoling landslide triggered by the Chi-Chi earthquake, Taiwan: Insights from a discrete element simulation , 2009 .
[19] Masahiro Chigira,et al. Long-term gravitational deformation of rocks by mass rock creep , 1992 .
[20] Markus Raffel,et al. Particle Image Velocimetry: A Practical Guide , 2002 .
[21] S. Evans. SINGLE-EVENT LANDSLIDES RESULTING FROM MASSIVE ROCK SLOPE FAILURE: CHARACTERISING THEIR FREQUENCY AND IMPACT ON SOCIETY , 2006 .
[22] Shih-Heng Tung,et al. Measuring the in situ deformation of retaining walls by the digital image correlation method , 2013 .
[23] C. Lo,et al. Identification of deformation and failure characteristics in cataclinal slopes using physical modeling , 2017, Landslides.
[24] Bezalel C. Haimson,et al. A Failure Criterion for Rocks Based on True Triaxial Testing , 2012, Rock Mechanics and Rock Engineering.
[25] Zheng-Yi Feng,et al. Deformation characteristics of slate slopes associated with morphology and creep , 2014 .
[26] Yangsheng Zhao,et al. Numerical simulation of the top coal caving process using the discrete element method , 2009 .
[27] Ulf Zischinsky,et al. On the deformation of high slopes , 1966 .
[28] R. Kvapil,et al. An examination of the Prandtl mechanism in large dimension slope failures , 1979 .
[29] Zhe Luo,et al. Probabilistic back analysis of slope failure – A case study in Taiwan , 2013 .
[30] Min-Hao Wu,et al. Evaluating triggering and causative factors of landslides in Lawnon River Basin, Taiwan , 2011 .