Static and dynamic analysis on slope stability using a DFN-DEM approach on the right abutment of the Karun 4 dam

Ambraseys NN and Menu JM (1988), “Earthquake-Induced Ground Displacements,” Earthquake Engineering & Structural Dynamics, 16(7): 985–1006. https://doi.org/10.1002/eqe.4290160704

Baghbanan A and Joolaei A (2010), “The Generation of 2D and 3D Stochastic Fracture Networks,” Proceedings of the 14th Symposium of Geological Society of Iran, Urmia, Iran, 210: 1–6.

Bagheri M (2009), “Model Uncertainty of Design Tools to Analyze Block Stability,” Doctoral dissertation, KTH Royal Institute of Technology in Stockholm.

Bhasin R and Kaynia AM (2004), “Static and Dynamic Simulation of a 700-m High Rock Slope in Western Norway,” Engineering Geology, 71(3): 213–226. https://doi.org/10.1016/S0013-7952(03)00135-2

Bonilla-Sierra V, Scholtes L, Donzé FV and Elmouttie MK (2015), “Rock Slope Stability Analysis Using Photogrammetric Data and DFN-DEM Modeling,” Acta Geotechnica, 10(4): 497–511. https://doi.org/10.1007/s11440-015-0374-z

Bray JD, Augello AJ, Leonards GA, Repetto PC and Byrne RJ (1995), “Seismic Stability Procedures for Solid-Waste Landfills,” Journal of Geotechnical engineering, 121(2): 139–151. https://doi.org/10.1061/(ASCE)0733-9410(1995)121:2(139)

Bray JD and Rathje EM (1998), “Earthquake-Induced Displacements of Solid-Waste Landfills,” Journal of Geotechnical and Geoenvironmental Engineering, 124(3): 242–253. https://doi.org/10.1061/(ASCE)1090-0241(1998)124:3(242)

Bray JD and Travasarou T (2007), “Simplified Procedure for Estimating Earthquake-Induced Deviatoric Slope Displacements,” Journal of Geotechnical and Geoenvironmental Engineering, 133(4): 381–392. https://doi.org/10.1061/(ASCE)1090-0241(2007)133:4(381)

Einstein HH (2003), “Uncertainty in Rock Mechanics and Rock Engineering-Then and Now,” 10th ISRM Congress, International Society for Rock Mechanics, Sandton, South Africa.

Feng P (1997), “Probabilistic Treatment of the Sliding Wedge,” Doctoral Dissertation, University of Manitoba. PEER Strong Motion Databse. http://peer.berkeley.edu/smcat/search.html

Huang Jingqi, Zhao Mi, Xu Chengshun, Du Xiuli, Jin Liu and Zhao Xu (2018), “Seismic Stability of Jointed Rock Slopes Under Obliquely Incident Earthquake Waves,” Earthquake Engineering and Engineering Vibration, 17(3): 527–539. https://doi.org/10.1007/s11803-018-0460-y

ICOLD Bulletin (1988), “Inspection of Dam Following Earthquakes: Guidelines, Bulletin 62,” International Commission on Large Dams.

Itasca Consulting Group, Inc. (2013), UDEC Version 6, User’s Guide, Minneapolis, Minnesota, USA.

Jibson RW (1993), “Predicting Earthquake-Induced Landslide Displacements Using Newmark’s Sliding Block Analysis,” Transportation Research Record, 1411: 9–17.

Jibson RW (2011), “Methods for Assessing the Stability of Slopes During Earthquakes-A Retrospective,” Engineering Geology, 122(1): 43–50. https://doi.org/10.1016/j.enggeo.2010.09.017

Jing L and Stephansson O (2007), Fundamentals of Discrete Element Methods for Rock Engineering: Theory and Application, Elsevier, Amsterdam, Netherlands.

Kveldsvik V, Kaynia AM, Nadim F, Bhasin R, Nilsen B and Einstein HH (2009), “Dynamic Distinct-Element Analysis of the 800 m High Åknes Rock Slope,” International Journal of Rock Mechanics and Mining Sciences, 46(4): 686–698. https://doi.org/10.1016/j.ijrmms.2008.10.007

Lak M, Baghbanan A and Hashemolhoseini H (2017), “Effect of Seismic Waves on the Hydro-Mechanical Properties of Fractured Rock masses,” Earthquake Engineering and Engineering Vibration, 16(3): 525–536. https://doi.org/10.1007/s11803-017-0406-9

Liang T, Shengyi C, Xianzhang L and Nengpan J (2017), “The Boundary Conditions for Simulations of a Shake-Table Experiment on the Seismic Response of 3D Slope,” Earthquake Engineering and Engineering Vibration, 16(1): 23–32. https://doi.org/10.1007/s11803-016-0363-8

Lin JS and Whitman RV (1986), “Earthquake Induced Displacements of Sliding Blocks,” Journal of Geotechnical Engineering, 112(1): 44–59. https://doi.org/10.1061/(ASCE)0733-9410(1986)112:1(44)

Liu Y, Li H, Xiao K, Li J, Xia X and Liu B (2014), “Seismic Stability Analysis of a Layered Rock Slope,” Computers and Geotechnics, 55: 474–481. https://doi.org/10.1016/j.compgeo.2013.10.002

Liu YQ, Li HB, Zhao J, Li JR and Zhou QC (2004), “UDEC Simulation for Dynamic Response of a Rock Slope Subject to Explosions,” International Journal of Rock Mechanics and Mining Sciences, 41: 599–604. https://doi.org/10.1016/jijnnrns.2004.03.106

Lysmer J and Kuhlemeyer RL (1969), “Finite Dynamic Model for Infinite Media,” Journal of the Engineering Mechanics Division, 95(4): 859–878

Mahab Ghods Consulting Engineering Co. (2002), “Karun 4 Dam Project,” Final Engineering Geological Report (Phase 2), Iran.

Makdisi F and Seed H (1978), “Simplified Procedure for Estimating Dam and Embankment Earthquake Induced Deformations,” Journal of Geotechnical and Geoenvironmental Engineering, 104(7): 849–867.

Newmark NM (1965), “Effects of Earthquakes on Dams and Embankments,” Geotechnique, 15(2): 139–160. https://doi.org/10.1680/geot.1965.15.2.139

Pal S, Kaynia AM, Bhasin RK and Paul DK (2012), “Earthquake Stability Analysis of Rock Slopes: A Case Study,” Rock Mechanics and Rock Engineering, 45(2): 205–215. https://doi.org/10.1007/s00603-011-0145-6

Rathje EM and Antonakos G (2011), “A Unified Model for Predicting Earthquake-Induced Sliding Displacements of Rigid and Flexible Slopes,” Engineering Geology, 122(1): 51–60. https://doi.org/10.1016/j.enggeo.2010.12.004

Rathje EM and Bray JD (1999), “An Examination of Simplified Earthquake-Induced Displacement Procedures for Earth Structures,” Canadian Geotechnical Journal, 36(1): 72–87. https://doi.org/10.1139/t98-076

Rathje EM and Saygili G (2008), “Probabilistic Seismic Hazard Analysis for the Sliding Displacement of Slopes: Scalar and Vector Approaches,” Journal of Geotechnical and Geoenvironmental Engineering, 134(6): 804–814. https://doi.org/10.1061/(ASCE)1090-0241(2008)134:6(804)

Rathje EM and Saygili G (2009), “Probabilistic Assessment of Earthquake-Induced Sliding Displacements of Natural Slopes,” Bulletin of the New Zealand Society for Earthquake Engineering, 42(1): 18.

Stead D, Eberhardt E, Coggan J and Benko B (2001), “Advanced Numerical Techniques in Rock Slope Stability Analysis-Applications and Limitations,” International Conference on Landslides-Causes, Impacts and Countermeasures, Davos, Switzerland, pp. 615–624.

Terzhagi K (1950), Mechanism of Landslides, Harvard University, Department of Engineering, USA.

Wieland M (1996), “Earthquake Safety and Earthquake-Resistant Design of Large Concrete Dams,” 11th World Conference on Earthquake Engineering, Zurich, Switzerland.

Zhang C, Pekau OA, Jin F and Wang G (1997), “Application of Distinct Element Method in Dynamic Analysis of High Rock Slopes and Blocky Structures,” Soil Dynamics and Earthquake Engineering, 16(6): 385–394. https://doi.org/10.1016/S0267-7261(97)00012-2

Zhao Z, Wu G, Ali E, Wang X and Kou C (2012), “Rock Slope Stability Evaluation in Static and Seismic Conditions for Left Bank of Jinsha River Bridge Along Lijiang-Xamgyi’nyilha Railway, China,” Journal of Modern Transportation, 20(3): 121–128. https://doi.org/10.1007/BF03325789