Simulating landslide-induced tsunamis in the Yangtze River at the Three Gorges in China
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[1] Shun Wang,et al. Experimental Investigation on Loading-Relaxation Behaviors of Shear-Zone Soil , 2021, International Journal of Geomechanics.
[2] Shun Wang,et al. Creep properties of clastic soil in a reactivated slow-moving landslide in the Three Gorges Reservoir Region, China , 2020, Engineering Geology.
[3] Wenjie Li,et al. Three Gorges Project: benefits and challenges for shipping development in the upper Yangtze River , 2020 .
[4] Corrado Altomare,et al. SPH simulation of floating structures with moorings , 2019, Coastal Engineering.
[5] C. Juang,et al. Geohazards in the three Gorges Reservoir Area, China – Lessons learned from decades of research , 2019, Engineering Geology.
[6] Salvatore Marrone,et al. A dynamic δ-SPH model: How to get rid of diffusive parameter tuning , 2019, Computers & Fluids.
[7] Huiming Tang,et al. In situ triaxial creep test for investigating deformational properties of gravelly sliding zone soil: example of the Huangtupo 1# landslide, China , 2018, Landslides.
[8] Shun Wang,et al. Residual-state creep of clastic soil in a reactivated slow-moving landslide in the Three Gorges Reservoir Region, China , 2018, Landslides.
[9] H. Yeh,et al. Three-dimensional analyses of the sliding surface distribution in the Huangtupo No. 1 riverside sliding mass in the Three Gorges Reservoir area of China , 2018, Landslides.
[10] Corrado Altomare,et al. Ensuring numerical stability of wave propagation by tuning model parameters using genetic algorithms and response surface methods , 2018, Environ. Model. Softw..
[11] Corrado Altomare,et al. DualSPHysics: A numerical tool to simulate real breakwaters , 2018, Journal of Hydrodynamics.
[12] Corrado Altomare,et al. Long-crested wave generation and absorption for SPH-based DualSPHysics model , 2017 .
[13] H. Zheng,et al. Huangtupo landslide stability under water level fluctuations of the Three Gorges reservoir , 2016, Landslides.
[14] Hirotada Hashimoto,et al. SPH simulation of ship behaviour in severe water-shipping situations , 2016 .
[15] Sergio Idelsohn,et al. A multiresolution strategy for solving landslides using the Particle Finite Element Method , 2016 .
[16] H. Yeh,et al. New data and interpretations of the shallow and deep deformation of Huangtupo No. 1 riverside sliding mass during seasonal rainfall and water level fluctuation , 2016, Landslides.
[17] Robert E. Criss,et al. Deformation response of the Huangtupo landslide to rainfall and the changing levels of the Three Gorges Reservoir , 2015, Bulletin of Engineering Geology and the Environment.
[18] Rui M. L. Ferreira,et al. A Smooth Particle Hydrodynamics discretization for the modelling of free surface flows and rigid body dynamics , 2015 .
[19] Robert E. Criss,et al. Evolution characteristics of the Huangtupo landslide based on in situ tunneling and monitoring , 2015, Landslides.
[20] Yue-ping Yin,et al. Numerical analysis on wave generated by the Qianjiangping landslide in Three Gorges Reservoir, China , 2015, Landslides.
[21] S. Ward,et al. Tsunami Squares Approach to Landslide-Generated Waves: Application to Gongjiafang Landslide, Three Gorges Reservoir, China , 2015, Pure and Applied Geophysics.
[22] Stephen M. Longshaw,et al. DualSPHysics: Open-source parallel CFD solver based on Smoothed Particle Hydrodynamics (SPH) , 2015, Comput. Phys. Commun..
[23] Corrado Altomare,et al. Applicability of Smoothed Particle Hydrodynamics for estimation of sea wave impact on coastal structures , 2015 .
[24] O. K. Mahabadi,et al. Three-dimensional FDEM numerical simulation of failure processes observed in Opalinus Clay laboratory samples , 2014 .
[25] J. Liu,et al. A physical similarity model of an impulsive wave generated by Gongjiafang landslide in Three Gorges Reservoir, China , 2014, Landslides.
[26] W. Xiang,et al. Landsliding triggered by reservoir operation: a general conceptual model with a case study at Three Gorges Reservoir , 2014 .
[27] Peng Liu,et al. Spatiotemporal characteristics of the Huangtupo landslide in the Three Gorges region (China) constrained by radar interferometry , 2014 .
[28] S. Viseur,et al. Deep fluids can facilitate rupture of slow‐moving giant landslides as a result of stress transfer and frictional weakening , 2014 .
[29] A. Colagrossi,et al. Nonlinear water wave interaction with floating bodies in SPH , 2013 .
[30] Bing Wu,et al. Analysis of the operational energy efficiency for inland river ships , 2013 .
[31] Li Wu,et al. Problems caused by the Three Gorges Dam construction in the Yangtze River basin: a review , 2013 .
[32] J. Muller,et al. Using advanced InSAR time series techniques to monitor landslide movements in Badong of the Three Gorges region, China , 2013, Int. J. Appl. Earth Obs. Geoinformation.
[33] Marco Barla,et al. Rock Slide Simulation with the Combined Finite-Discrete Element Method , 2012 .
[34] Zhitao Huo,et al. Analysis of waves generated by Gongjiafang landslide in Wu Gorge, three Gorges reservoir, on November 23, 2008 , 2012, Landslides.
[35] R. Cojean,et al. Analysis and modeling of slope stability in the Three-Gorges Dam reservoir (China) — The case of Huangtupo landslide , 2011 .
[36] Andrea Colagrossi,et al. A simple procedure to improve the pressure evaluation in hydrodynamic context using the SPH , 2009, Comput. Phys. Commun..
[37] Giorgio Bellotti,et al. Three-dimensional experiments on landslide generated waves at a sloping coast , 2009 .
[38] Ping Sun,et al. Landslide hazards triggered by the 2008 Wenchuan earthquake, Sichuan, China , 2009 .
[39] Behzad Ataie-Ashtiani,et al. Numerical simulation of landslide impulsive waves by incompressible smoothed particle hydrodynamics , 2008 .
[40] Bo-Woo Nam,et al. Study on coupling effects of ship motion and sloshing , 2007 .
[41] Bruce E. Jaffe,et al. A simple model for calculating tsunami flow speed from tsunami deposits , 2007 .
[42] J. Monaghan. Smoothed particle hydrodynamics , 2005 .
[43] A. Munjiza. The Combined Finite-Discrete Element Method: Munjiza/Discrete Element Method , 2004 .
[44] Zhitao Huo,et al. The July 14, 2003 Qianjiangping landslide, Three Gorges Reservoir, China , 2004 .
[45] Nader A. Issa,et al. Fluid motion generated by impact , 2003 .
[46] Xiaohan Wang,et al. Mass Rock Creep and Landsliding on the Huangtupo Slope in the Reservoir Area of the Three Gorges Project, Yangtze River, China , 2000 .
[47] Holger Wendland,et al. Piecewise polynomial, positive definite and compactly supported radial functions of minimal degree , 1995, Adv. Comput. Math..
[48] D. Owen,et al. A combined finite‐discrete element method in transient dynamics of fracturing solids , 1995 .
[49] G. Pedersen,et al. Numerical Simulations of Large Water Waves due to Landslides , 1993 .
[50] O. K. Mahabadi,et al. A 2D, fully-coupled, hydro-mechanical, FDEM formulation for modelling fracturing processes in discontinuous, porous rock masses , 2017 .
[51] Giovanni Grasselli,et al. Numerical Modelling of the Anisotropic Mechanical Behaviour of Opalinus Clay at the Laboratory-Scale Using FEM/DEM , 2012, Rock Mechanics and Rock Engineering.
[52] F. Wang,et al. The motion mechanism of some long runout landslides triggered by 2008 Wenchuan earthquake, China , 2009 .
[53] Lars Vabbersgaard Andersen,et al. Modelling of landslides with the material-point method , 2008 .
[54] A. Munjiza. The Combined Finite-Discrete Element Method , 2004 .