||Arellano, D., Stark T.D., “Importance of three-dimensional slope stability analysis in practice”, Slope Stability 2000, GSP no. 101, D.V. Griffiths et al. (eds.), ASCE, pp. 18-32, 2000.|
Chen, Z., Shao C., "Evaluation of minimum factor of safety in slope stability analysis", Canadian Geotechnical Journal, pp. 735-748, 1989.
Cheng, Y. "Location of critical failure surface and some further studies on slope stability analysis", Computers and Geotechnics, Vol. 30, No. 3, pp. 255-267, 2003
Cheng, Y., "Global optimization analysis of slope stability by simulated annealing with dynamic bounds and Dirac function", Engineering Optimization, Vol. 39, No. 1, pp. 17-32, 2007.
Cheng, Y., Lansivaara T., Wei W., "Two-dimensional slope stability analysis by limit equilibrium and strength reduction methods", Computers and Geotechnics, Vol. 34, No. 3, pp. 137-150, 2007a.
Cheng, Y., Li L., Chi S., Wei W., "Particle swarm optimization algorithm for the location of the critical non-circular failure surface in two-dimensional slope stability analysis," Computers and Geotechnics, Vol. 34, No. 2, pp. 92-103, 2007c.
Cheng, Y., "An improved harmony search minimization algorithm using different slip surface generation methods for slope stability analysis”, Engineering Optimization, Vol. 40, No. 2, pp. 95-115, 2008a
Deutsch, C. V., Journel, A. G., GSLIB: geostatistical Software Library and User’s Guide, Second Edition, Oxford University Press, New York, 1997.
Ducan, J. M., “State of the Art: Limit equilibrium and Finite element analysis of slopes”, Journal of geotechnical Engineering, ASCE, Vol. 122, No. 7, pp. 577-596, 1996.
Ducan, J. M., “Factors of safety and reliability in geotechnical engineering”, Journal of Geotechnical and Geoenvironmental Engineering, ASCE, Vol. 126, No. 6, pp. 307-316, 2000.
Srivastavaa A., Sivakumar, B.G.L., Haldar, S., “Influence of spatial variability of permeability property on steady state seepage flow and slope stability analysis”, Journal of Engineering Geology, Vol. 110, pp. 93-101, 2010.
Elkateb, T., Chalaturnyk, R., Robertson, P. K., “An overview of soil heterogeneity: quantification and implications on geotechnical field problems”, Canadian Geotechnical Journal, Vol. 40, pp. 1-15, 2002.
El-Ramly, H., Morgenstern, N.R. & Cruden, D.M., “Probabilistic slope stability analysis for practice”, Canadian Geotechnical Journal, Vol. 39, No. 3, pp. 665-683, 2002.
El-Ramly, H., Morgenstern, N.R. and Cruden, D.M., “Probabilistic Stability Analysis of a Tailings Dyke on Pre-Sheared Clay-Shale”, Canadian Geotechnical Journal, Vol. 40, No. 1, pp. 192–208, 2003.
El-Ramly, H., Morgenstern, N.R. and Cruden, D.M., “Probabilistic Assessment of Stability of a Cut Slope in Residual Soil”, Geotechnique, Vol. 55, No. 1, pp. 77–84, 2005.
Farzanch O., Askari F., “Three-dimensional analysis of nonhomogeneous slopes”, Journal of Geotechnical and Geoenvironmental Engineering, Vol, 129, No. 2, pp. 137-145, 2003.
Fenton, G.A., “Simulation and analysis of random field”, PhD thesis, Princeton Univ., Princeton, N.J, 1990.
Fenton, G.A., “Error evaluation of three random field generators”, Journal of Engineering Mechanics, ASCE, Vol. 120, No. 12, pp. 2478-2496, 1994.
Fenton, G.A., Griffiths, D.V., “Risk assessment in geotechnical engineering”, John Wiley & Sons, 2008.
Griffiths, D. V., Lane, P. A., "Slope Stability analysis by finite elements", Geotechnique, Vol. 49, No. 3, pp. 387-403, 1999.
Griffiths, D.V., and Fenton, G.A., “Probabilistic slope stability analysis by finite elements”, Journal of Geotechnical and Geoenvironmental Engineering, Vol. 130, No. 5, pp. 507-518, 2004.
Griffiths D.V., Schiermeyer R. P., Huang J., “Influence of anisotropy and rotation on probabilistic slope stability analysis by RFEM”, 2009.
Hicks, M. A. and C. Onisiphorou, “Stochastic evaluation of static liquefaction in a predominantly dilative sand fill”, Geotechniques, Vol. 55, No. 2, pp. 123–133, 2005.
Hicks, M. A. and Samy K., “Influence of anisotropic spatial variability on slope reliability”, In G. N. Pande and S. Piettruszczak, editors, Proc.: 8th International Symposium on Numerical Models in Geomechanics (NUMOG), Rome, Italy, pp. 535–539, 2002a.
Hicks, M. A. and Samy K., “Influence of heterogeneity on undrained clay slope stability”, Quarterly Journal of Engineering Geology and Hydrology, Vol. 35, No. 1, pp. 41–49, 2002b.
Hicks, M. A. and Samy K., “Reliability-based characteristic values: A stochastic approach to Eurocode 7”, Ground Engineering, Vol. 35, No. 12, pp. 30–34, 2002c.
Hicks, M. A., and Samy K., “Stochastic evaluation of heterogeneous slope stability”, Italian Geotechnical Journal, Vol. 38, No. 2, pp. 54–66, 2004.
Hicks, M. A. and Spencer, W. A., “Influence of heterogeneity on the reliability and failure of a long 3D slope”, Computers and Geotechnics, Vol. 37, No. 7–8, pp. 948–955, 2010.
Hu Bin, et al., “Development of Pre-Processing Package for FLAC3D and Verification of Its Simulating Effects”, Chinese Journal of Rock Mechanics and Engineering, Vol.21 No.9, Sept., 2002, pp. 1387-1391.
Imai, K., Frangopol, D.M., “Geometrically nonlinear finite element reliability analysis of structural systems”, i: theory, ii: applications. Computers and Structures, Vol. 77, No. 6, pp. 677-709, 2000.
ITASCA, FLAC3D (Fast Lagrangian Analysis of Continua) version 5.0: Fluid-Mechanical Interaction, Itasca Consulting group, Minneapolis, MN, USA, 2012.
John H. C., Daniel M. T., The Handbook of Groundwater Engineering, 2016.
Kazada, I., “Finite element techniques in groundwater flow studies: with applications in hydraulic and geotechnical engineering”, Dep. Civil Engineering, Czech Technical Univ., Prague, Czechoslovakia, 1990.
Kim, J., Sitar, N., “Importance of spatial and temporal variability in the analysis of seismically-induced slope deformation”, In: Proceedings of 9th International Conference on Applications of Statistics and Probability in Civil Engineering, Millpress Science, San Francisco, 2003.
Lloret-Cabot, M., Hicks, M. A., and Nuttall J. D., “Investigating the Scales of Fluctuation of an Artificial Sand Island”, In Proceedings of the International Conference, Geotechnical Installations in Geotechnical Engineering 2013, Rotterdam, edited by M. A. Hicks, J. Dijkstra, M. Lloret-Cabot, and M. Karstunen, 192–197, Rotterdam: CRC Press Taylor and Francis Group, 2013.
Lloret-Cabot, M., Hicks, M. A., and van den Eijnden, A. P., “Investigation of the Reduction in Uncertainty Due to Soil Variability When Conditioning a Random Field Using Kriging”, Geotechnique letters, Vol. 2, No. 3, pp. 123–127, 2012.
Li S.G., Liao, H.S., Ni, C.F., “Stochastic modeling of complex nonstationary groundwater systems”, Advances in Water Resources, Vol. 27, pp. 1087-1104, 2004.
Li, S. G., Liu, Q., “Interactive Ground Water (IGW): An Innovative Digital Laboratory for Groundwater Education and Research”, Computer Applications in Engineering Education, Vol. 11, No. 4, 2004.
Li Gen, Zhao Na, “Technology of Complex Model to FLAC3D with ANSYS Platform “, Journal of Liaoning Technical University (Natural Science), Vol.27 Supp.1, May, 2008, pp. 101-103.
Liao Qiulin,, “Automatic Model Generation of Complex Geologic Body with FLAC3D Baded on ANSYS Platform”, Chinese Journal of Rock Mechanics and Engineering, Vol. 24, No. 6, March, 2005, pp. 1010-1013.
Li Zhongkui, Dai Rong, Jiang Yiming, “Improvement of the Generation of the Initial Stress Field by Using FLAC3D and Application in A Huge Underground Cavern Group”, Chinese Journal of Rock Mechanics and Engineering, Vol. 21, No. 2, pp. 2387– 2392, 2002
Mostyn, G.S., Li, K.S., “Probabilistic slope stability – State of play”, In Probabilistic Method in Geotechnical Engineering: Proceedings of the conference, Edited by Li, K.S. and Lo, S-C.R., Pub. A.A. Balkema, pp. 89-110, 1993.
Muhanna, R. L., Zhang H., Mullen, R. L., “Interval Finite Elements as a Basis for Generalized Models of Uncertainty in Engineering”, Reliable Computing, Vol. 13, No. 2, pp. 173–194, 2007.
Nasekhian, A., “Application of Non-probabilistic and Probabilistic Concepts in Finite Element Analysis of Tunnelling”, Institute for Soil Mechanics and Foundation Engineering, Graz University of Technology, Dissertation, 2011.
Ni, C.F., Li, S.G., Liu, C.J., “Efficient conceptual framework to quantify flow uncertainty in large-scale highly nonstationary groundwater systems”, Journal of Hydrology, Vol. 381, pp. 297-307, 2010.
Ni, C.F., Lin, C.P., Li, S.G., “Efficient approximate spectral method to delineate stochastic well capture zones in nonstationary groundwater flow systems”, Journal of Hydrology, Vol. 407, pp. 184-195, 2011.
Nuttall, J.D., “Parallel Implementation and Application of the Random Finite Element Method”, PhD Thesis, University of Manchester, UK, 2011.
Olsson, A.M.J., Sandberg, G.E., “Latin Hypercube sampling for stochastic finite element analysis”, Journal of Engineering Mechanics, Vol. 128, No. 1, pp. 121-125, 2002.
Peschl, G.M., “Reliability analyses in geotechnics with the random set finite element method”, Institute for Soil Mechanics and Foundation Engineering, Graz University of Technology, Dissertation, 2004.
Rohaninejad M., Zarghami M., “Combining Monte Carlo and Finite Difference Methods for Effective Simulation of Dam Behavior”, Advances in Engineering Software, Vol. 45, pp. 197–202, 2012.
Rocscience Inc., Slide v5.0 – Two-Dimensional Limit-Equilibrium Analysis of Soil and Rock Slopes, 2003.
Rocscience Inc., RocData v3.0, Program for analyzing rock and soil mass strength, 2003.
Schwartz, F. W., Zhang, H., Fundamentals of Ground Water, John Wiley & Sons, Inc. New York, NY, 2003.
Schweiger, H.F., Peschl, G.M., “Reliability analysis in geotechnics with the random set finite element method”, Computers and Geotechnics, Vol. 32, pp. 422–435, 2005.
Schweiger, H.F., Peschl, G.M., Basic Concepts and Applications of Random Sets in Geotechnical Engineering, Book Series CISM International Centre for Mechanical Sciences, (eds.) D.V. Griffiths & G.A. Fenton Vol. 491, pp. 113-126, 2007.
Smith, L., Freeze, R. A., “Stochastic analysis of steady state groundwater flow in a bounded domain. 1. One-dimensional simulations” Water Resour. Res., Vol. 15, No. 3, pp. 521-528, 1979
Smith, L., Freeze, R. A., “Stochastic analysis of steady state groundwater flow in a bounded domain. 1. two-dimensional simulations.” Water Resour. Res., Vol. 15, No. 6, pp. 1543-1559, 1979.
Suchomel, R., Mašin, D., “Comparison of different probabilistic methods for predicting stability of a slope in spatially variable of soil”, Computer and Geotechnics, Vol. 37, No. 1-2, pp. 132–140, 2010.
Schweiger, H. F., Thurner, R., and Pöttler, R., “Reliability analysis in geotechnics with deterministic finite elements-theoretical concepts and practical application”, The International Journal of Geomechanics, Vol. 1, No. 4, pp. 389-413, 2001.
Stead, D., et al., “Advanced numerical techniques in rock slope stability analysis-application and limitations”, In: Proc. Of International Conference on Landslides Causes, Impacts and Countermeasures, pp. 615-624, 2001.
Sudret, B., Der Kiureghian, A., “Comparison of finite element reliability methods”, Probabilistic Engineering Mechanics, Vol. 17, No. 4, pp. 337-348, 2002.
Thurner, R., Schweiger, H.F., “Reliability analysis for geotechnical problems via finite elements - a practical application”, In Proceedings of GeoEng2000, Melbourne, Technomic Publishing, Lancaster, Vol. CD 20, 2002.
Tonon, F., Bernardini, A., Mammino, A., “Determination of parameters range in rock engineering by means of Random Ret Theory”, Reliability Engineering & System Safety, Vol. 70, No. 3, 241-261, 2000a.
Tonon, F., Bernardini, A., Mammino, A., “Reliability analysis of rock mass response by means of Random Set Theory”, Reliability Engineering & System Safety, Vol. 70, No. 3, 263-282, 2000b.
Zhang Y., et al., “Effects of geometries on three-dimensional slope stability”, Canadian Geotechnical Journal, Vol. 50, No. 3, pp. 233-249, 2013a.
Zoorabadi, M., “Probabilistic stability analysis of rock slopes”, Master thesis, Tarbiat Modares University, Iran, 2004.
White, W., “Soil variability: characterization and modelling.” Proc., Conf. Probabilistic Methods in Geotech. Engrg., K.S. Li and S. –C. R. Lo, eds., A. A. Balkema, Rotterdam, The Netherland, pp. 111-120, 1993.
Wolff, T.F., “Probabilistic slope stability in theory and practice”, Proceeding Paper Part of: In Uncertainty in the Geologic Environment, ASCE, New York, pp. 419-433, 1996.
Wong, S. Y., “Stochastic characterisation and reliability of saturated soils”, PhD thesis, University of Manchester, UK, 2004.
Wu, W., et al., “Investigation on stability of landfill slopes in seismically active regions in Central Asia”, In: 10th International Symposium on Landslides and Engineered Slopes, pp. 1475-1480, 2008.
Xu, B., Low, B. K., “Probabilistic Stability Analyses of Embankments Based on Finite-Element Method”, Journal of Geotechnical and Geoenvironmental Engineering, ASCE, Vol. 132, No. 11, pp. 1444-1454, 2006.
Vanmarcke, E. H., Random fields: analysis and synthesis, MIT Press, Cambridge, MA, 1984.