Probabilistic modelling of auto-correlation characteristics of heterogeneous slopes

References

• Alonso, E.E., 1976. Risk analysis of slopes and its application to Canadian sensitive clays. Géotechnique, 26 (3), 453–472.
   Web of Science ®Google Scholar
• Babu, G.L.S. and Mukesh, M.D., 2004. Effect of soil variability on reliability of soil slopes. Géotechnique, 54 (5), 335–337.
   Web of Science ®Google Scholar
• Baecher, G.B. and Christian, J.T., 2003. Reliability and statistics in geotechnical engineering Chichester, UK: Wiley.
   Google Scholar
• Cherubini, C., 2000. Reliability evaluation of shallow foundation bearing capacity on c′, phi′ soils. Canadian Geotechnical Journal, 37, 264–269.
   Web of Science ®Google Scholar
• Dawson, E.M., Roth, W.H. and Drescher, A., 1999. Slope stability analysis by strength reduction. Géotechnique, 49 (6), 835–840.
   Web of Science ®Google Scholar
• El-Ramly, H., Morgenstern, N.R. and Cruden, D.M., 2005. Probabilistic assessment of stability of a cut slope in residual soil. Géotechnique, 55 (1), 77–84.
   Google Scholar
• Fenton, G.A., 1990. Simulation and analysis of random field. Thesis (PhD). Princeton University.
   Google Scholar
• Fenton, G.A. and Griffiths, D.V., 2003. Bearing capacity of spatially random c - phi soils. Canadian Geotechnical Journal, 40 (1), 54–65.
   Web of Science ®Google Scholar
• Fenton, G.A. and Griffiths, D.V., 2008. Risk assessment in geotechnical engineering, 1st edn. Hoboken, NJ: John Wiley & Sons.
   Google Scholar
• Griffiths, D.V. and Fenton, G.A., 2004. Probabilistic slope stability analysis by finite elements. Journal of Geotechnical and Geoenvironmental Engineering, 130 (5), 507–518.
   Web of Science ®Google Scholar
• Griffiths, D.V., Huang, J. and Fenton, G.A., 2011. Probabilistic infinite slope analysis. Computers and Geotechnics, 38 (4), 577–584.
   Web of Science ®Google Scholar
• Griffiths, D.V., Huang, J.S. and Fenton, G.A., 2009. Influence of spatial variability on slope reliability using 2-D random fields. Journal of Geotechnical and Geoenvironmental Engineering, 135 (10), 1367–1378.
   Web of Science ®Google Scholar
• Griffiths, D.V. and Lane, P.A., 1999. Slope stability analysis by finite element. Géotechnique, 49 (3), 387–403.
   Web of Science ®Google Scholar
• Hicks, M.A. and Onisiphorou, C., 2005. Stochastic evaluation of static liquefaction in a predominantly dilative sand fill. Géotechnique, 55 (2), 123–133.
   Web of Science ®Google Scholar
• Hicks, M.A. and Samy, K., 2002. Influence of heterogeneity on undrained clay slope stability. Quarterly Journal of Engineering Geology and Hydrogeology, 35 (1), 41−49.
   Google Scholar
• Mellah, R., Auvinet, G. and Masrouri, F., 2000. Stochastic finite element method applied to non-linear analysis of embankments. Probabilistic Engineering Mechanics, 15 (3), 251–259.
   Web of Science ®Google Scholar
• Mostyn, G.R. and Li, K.S., 1993. Probabilistic slope analysis: state-of-play. Proceedings of the conference on probabilistic methods in geotechnical engineering. 89–109. Canberra, Australia, 10-12 February. Rotterdam: Balkema.
   Google Scholar
• Mostyn, G.R. and Soo, S., 1992. The effect of autocorrelation on the probability of failure of slopes. Proceedings of 6th Australia, New Zealand Conference on Geomechanics: Geotechnical Risk. 542–546. Christchurch, 3-7 February. New Zealand: Geomechanics Society, Wellington.
   Google Scholar
• Olivella, S., Gens, A., Carrera, J. and Alonso, E., 1996. Numerical formulation for a simulator (CODE-BRIGHT) for the coupled analysis of saline media. Engineering Computations, 13 (7), 87–112.
   Web of Science ®Google Scholar
• Phoon, K. and Kulhawy, F., 1999. Characterization of geotechnical variability. Canadian Geotechnical Journal, 36, 612–624.
   Web of Science ®Google Scholar
• Popescu, R., Deodatis, G. and Nobahar, A., 2005. Effects of random heterogeneity of soil properties on bearing capacity. Probabilistic Engineering Mechanics, 20, 324–341.
   Web of Science ®Google Scholar
• Sejnoha, M., Sejnoha, J., Kalousková, M. and Zeman, J., 2007. Stochastic analysis of failure of earth structures. Probabilistic Engineering Mechanics, 22 (2), 206–218.
   Web of Science ®Google Scholar
• Upc - Department of Geotechnical Engineering and Geosciences, 2009. CODE_BRIGHT User’s Guide: A 3-D program for thermo-hydro-mechanical analysis in geological media. Barcelona, Spain: Cent. Int. de Metodos Numericos en Ing. Univ. Politecnica de Catalunya.
   Google Scholar
• Vanmarcke, E.H., 1977. Probabilistic modeling of soil profiles. ASCE Journal of the Geotechnical Engineering Division, 103 (GT11), 1227–1246.
   Google Scholar
• Wolf, J.A., 2008. A plasticity model to predict the effects of confinement on concrete. Thesis (PhD). California Institute of Technology.
   Google Scholar
• Zienkiewicz, O.C., Humpheson, C. and Lewis, R.W., 1975. Associated and non-associated visco-plasticity and plasticity in soil mechanics. Géotechnique, 25 (4), 671–689.
   Web of Science ®Google Scholar