Stability analysis of reservoir slopes under fluctuating water levels using the combined finite-discrete element method

[1]  G. Grasselli,et al.  The role of discontinuities in rock slope stability: Insights from a combined finite-discrete element simulation , 2022, Computers and Geotechnics.

[2]  Qi Zhang,et al.  A mathematical framework for multiphase poromechanics in multiple porosity media , 2022, Computers and Geotechnics.

[3]  G. Wang,et al.  A FDEM-based 2D coupled thermal-hydro-mechanical model for multiphysical simulation of rock fracturing , 2022, International Journal of Rock Mechanics and Mining Sciences.

[4]  G. Grasselli,et al.  Simulating the entire progressive failure process of rock slopes using the combined finite-discrete element method , 2022, Computers and Geotechnics.

[5]  Yongtao Yang,et al.  Investigation of rock slope stability using a 3D nonlinear strength-reduction numerical manifold method , 2021 .

[6]  R. Borja,et al.  Poroelastic coefficients for anisotropic single and double porosity media , 2021, Acta Geotechnica.

[7]  Jian Zhao,et al.  Modelling of dynamic rock fracture process using the finite-discrete element method with a novel and efficient contact activation scheme , 2021 .

[8]  Xin-li Hu,et al.  Landslide displacement prediction using kinematics-based random forests method: A case study in Jinping Reservoir Area, China , 2020 .

[9]  Z. Tao,et al.  Characteristics of failure area and failure mechanism of a landslide in Yingjiang County, Yunnan, China , 2020, Landslides.

[10]  Maolin Deng,et al.  Understanding the deformation mechanism and threshold reservoir level of the floating weight-reducing landslide in the Three Gorges Reservoir Area, China , 2020, Landslides.

[11]  Antonio Munjiza,et al.  FSIS: a novel fluid–solid interaction solver for fracturing and fragmenting solids , 2020 .

[12]  G. Grasselli,et al.  Coupled hydro-mechanical analysis for grout penetration in fractured rocks using the finite-discrete element method , 2019 .

[13]  C. Juang,et al.  Geohazards in the three Gorges Reservoir Area, China – Lessons learned from decades of research , 2019, Engineering Geology.

[14]  Lanhao Zhao,et al.  Three-dimensional distance potential discrete element method for the numerical simulation of landslides , 2019, Landslides.

[15]  Qianbing Zhang,et al.  Development of a 3D Hybrid Finite-Discrete Element Simulator Based on GPGPU-Parallelized Computation for Modelling Rock Fracturing Under Quasi-Static and Dynamic Loading Conditions , 2019, Rock Mechanics and Rock Engineering.

[16]  Xin-li Hu,et al.  Model Test and Numerical Analysis on the Deformation and Stability of a Landslide Subjected to Reservoir Filling , 2019, Geofluids.

[17]  Qiang Xu,et al.  Activity law and hydraulics mechanism of landslides with different sliding surface and permeability in the Three Gorges Reservoir Area, China , 2019, Engineering Geology.

[18]  Zhanlun Zhao,et al.  What is the role of tensile cracks in cohesive slopes? , 2019, Journal of Rock Mechanics and Geotechnical Engineering.

[19]  Hari S. Viswanathan,et al.  Simulation of discrete cracks driven by nearly incompressible fluid via 2D combined finite‐discrete element method , 2019, International Journal for Numerical and Analytical Methods in Geomechanics.

[20]  Xin-li Hu,et al.  Response of a landslide to reservoir impoundment in model tests , 2018, Engineering Geology.

[21]  Huiming Tang,et al.  Centrifuge model test on the retrogressive landslide subjected to reservoir water level fluctuation , 2018, Engineering Geology.

[22]  Da Huang,et al.  Towards a complete understanding of the triggering mechanism of a large reactivated landslide in the Three Gorges Reservoir , 2018 .

[23]  Chengzeng Yan,et al.  A 2D fully coupled hydro-mechanical finite-discrete element model with real pore seepage for simulating the deformation and fracture of porous medium driven by fluid , 2018 .

[24]  Xin-li Hu,et al.  Field monitoring and deformation characteristics of a landslide with piles in the Three Gorges Reservoir area , 2018, Landslides.

[25]  Qiang Yang,et al.  Numerical Modeling of Stability of Fractured Reservoir Bank Slopes Subjected to Water–Rock Interactions , 2018, Rock Mechanics and Rock Engineering.

[26]  Hong Zheng,et al.  A fully coupled three-dimensional hydro-mechanical finite discrete element approach with real porous seepage for simulating 3D hydraulic fracturing , 2017 .

[27]  Kunlong Yin,et al.  Annual variation of landslide stability under the effect of water level fluctuation and rainfall in the Three Gorges Reservoir, China , 2017, Environmental Earth Sciences.

[28]  H. Zheng,et al.  Phreatic line calculation and stability analysis of slopes under the combined effect of reservoir water level fluctuations and rainfall , 2017 .

[29]  Wei Jiang,et al.  Effects of an increase in reservoir drawdown rate on bank slope stability: A case study at the Three Gorges Reservoir, China , 2017 .

[30]  Hong Zheng,et al.  FDEM-flow3D: A 3D hydro-mechanical coupled model considering the pore seepage of rock matrix for simulating three-dimensional hydraulic fracturing , 2017 .

[31]  O. K. Mahabadi,et al.  A 2D, fully-coupled, hydro-mechanical, FDEM formulation for modelling fracturing processes in discontinuous, porous rock masses , 2017 .

[32]  Huiming Tang,et al.  Deformation and failure of the Xiaochatou Landslide under rapid drawdown of the reservoir water level based on centrifuge tests , 2017, Bulletin of Engineering Geology and the Environment.

[33]  Jean-Philippe Malet,et al.  Long-term monitoring of a large deep-seated landslide (La Clapiere, South-East French Alps): initial study , 2017, Landslides.

[34]  Fei Ma,et al.  Reservoir-induced landslides and risk control in Three Gorges Project on Yangtze River, China , 2016 .

[35]  Hong Zheng,et al.  A two-dimensional coupled hydro-mechanical finite-discrete model considering porous media flow for simulating hydraulic fracturing , 2016 .

[36]  H. Zheng,et al.  Parameter inversion and deformation mechanism of Sanmendong landslide in the Three Gorges Reservoir region under the combined effect of reservoir water level fluctuation and rainfall , 2016 .

[37]  Hong Zheng,et al.  Combined Finite-Discrete Element Method for Simulation of Hydraulic Fracturing , 2016, Rock Mechanics and Rock Engineering.

[38]  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.

[39]  M. Xia,et al.  Relationship between landslide stability and reservoir water level variation , 2015, Bulletin of Engineering Geology and the Environment.

[40]  Amoussou Coffi Adoko,et al.  Simulating the process of reservoir-impoundment-induced landslide using the extended DDA method , 2014 .

[41]  Antonio Munjiza,et al.  Validation of a three-dimensional Finite-Discrete Element Method using experimental results of the Split Hopkinson Pressure Bar test , 2014 .

[42]  J. Latham,et al.  Effects of geomechanical changes on the validity of a discrete fracture network representation of a realistic two-dimensional fractured rock , 2014 .

[43]  Paolo Paronuzzi,et al.  Influence of filling–drawdown cycles of the Vajont reservoir on Mt. Toc slope stability , 2013 .

[44]  Nengpan Ju,et al.  Ring shear tests on slip zone soils of three giant landslides in the Three Gorges Project area , 2013 .

[45]  Y. Hong,et al.  A global landslide catalog for hazard applications: method, results, and limitations , 2010 .

[46]  Tony L. T. Zhan,et al.  Performance of a large-scale slope model subjected to rising and lowering water levels , 2009 .

[47]  Hong Zheng,et al.  A practical procedure for searching critical slip surfaces of slopes based on the strength reduction technique , 2009 .

[48]  Jianguo Liu,et al.  Landslide hazard assessment in the Three Gorges area, China, using ASTER imagery: Wushan–Badong , 2007 .

[49]  Yun-min Chen,et al.  Influence of Reservoir Level Change on Slope Stability of a Silty Soil Bank , 2006 .

[50]  John Coggan,et al.  Developments in the characterization of complex rock slope deformation and failure using numerical modelling techniques , 2006 .

[51]  A. Munjiza The Combined Finite-Discrete Element Method: Munjiza/Discrete Element Method , 2004 .

[52]  D. V. Griffiths,et al.  SLOPE STABILITY ANALYSIS BY FINITE ELEMENTS , 1999 .

[53]  D. Owen,et al.  A combined finite‐discrete element method in transient dynamics of fracturing solids , 1995 .

[54]  D. Fredlund,et al.  Comparison of slope stability methods of analysis , 1977 .

[55]  E. Hoek,et al.  Rock slope engineering , 1974 .

[56]  Norbert Moregenstern,et al.  Stability Charts for Earth Slopes During Rapid Drawdown , 1963 .