This work is licensed under the Creative Commons Attribution 4.0 International License.
Bagińska, I., Kawa, M. & Janecki, W. (2016). Spatial variability of lignite mine dumping ground soil properties using CPTu results. Studia Geotechnica et Mechanica, 38(1), 3–13.BagińskaI.KawaM.JaneckiW.2016Spatial variability of lignite mine dumping ground soil properties using CPTu resultsStudia Geotechnica et Mechanica38131310.1515/sgem-2016-0001Search in Google Scholar
Brząkała, W. (1981). Randomness of subsoil parameters (in Polish). Archiwum Inżynierii Lądowej (Archives of Civil Engineering), XXVII(4), 599–606.BrząkałaW.1981Randomness of subsoil parameters (in Polish)Archiwum Inżynierii Lądowej (Archives of Civil Engineering)XXVII4599606Search in Google Scholar
Ching, J. & Hu, Y.-G. (2017). Effective Young's modulus for a footing on a spatially variable soil mass. Geo-Risk 2017, ASCE Conf. Proceedings, Denver, USA, 360–369.ChingJ.HuY.-G.2017Effective Young's modulus for a footing on a spatially variable soil massGeo-Risk 2017, ASCE Conf. ProceedingsDenver, USA36036910.1061/9780784480717.034Search in Google Scholar
Ching, J., Hu, Y.G. & Phoon, K.K. (2016). On characterizing spatially variable soil shear strength using spatial average. Probabilistic Engineering Mechanics, 45, 31–43.ChingJ.HuY.G.PhoonK.K.2016On characterizing spatially variable soil shear strength using spatial averageProbabilistic Engineering Mechanics45314310.1016/j.probengmech.2016.02.006Search in Google Scholar
Ching, J. & Phoon, K.K. (2013). Mobilized shear strength of spatially variable soils under simple stress states. Structural Safety, 41, 20–28.ChingJ.PhoonK.K.2013Mobilized shear strength of spatially variable soils under simple stress statesStructural Safety41202810.1016/j.strusafe.2012.10.001Search in Google Scholar
Cho, S.E. (2007). Effects of spatial variability of soil properties on slope stability. Engineering Geology, 92, 97–109.ChoS.E.2007Effects of spatial variability of soil properties on slope stabilityEngineering Geology929710910.1016/j.enggeo.2007.03.006Search in Google Scholar
Chwała, M. (2019). Undrained bearing capacity of spatially random soil for rectangular footings. Soils and Foundations, 59(5), 1508–1521.ChwałaM.2019Undrained bearing capacity of spatially random soil for rectangular footingsSoils and Foundations5951508152110.1016/j.sandf.2019.07.005Search in Google Scholar
Deng, Z.P., Li, D.Q., Qi, X.H., Cao, Z.J. & Phoon, K.K. (2017). Reliability evaluation of slope considering geological uncertainty and inherent variability of soil parameters. Computers and Geotechnics, 92, 121–131.DengZ.P.LiD.Q.QiX.H.CaoZ.J.PhoonK.K.2017Reliability evaluation of slope considering geological uncertainty and inherent variability of soil parametersComputers and Geotechnics9212113110.1016/j.compgeo.2017.07.020Search in Google Scholar
EN 1997-1: Eurocode 7. Geotechnical design. Part 1: General rules.EN 1997-1Eurocode 7. Geotechnical design. Part 1: General rulesSearch in Google Scholar
Farah, K., Ltifi, M. & Hassis, H. (2015). A Study of probabilistic FEMs for a slope reliability analysis using the stress fields. The Open Civil Engineering Journal, 9(1), 196–206.FarahK.LtifiM.HassisH.2015A Study of probabilistic FEMs for a slope reliability analysis using the stress fieldsThe Open Civil Engineering Journal9119620610.2174/1874149501509010196Search in Google Scholar
Fenton, G.A. & Griffiths, D.V. (2003). Bearing-capacity prediction of spatially random c-φ soils. Canadian Geotechnical Journal, 40(1), 54–65.FentonG.A.GriffithsD.V.2003Bearing-capacity prediction of spatially random c-φ soilsCanadian Geotechnical Journal401546510.1139/t02-086Search in Google Scholar
Griffiths, D.V. & Fenton, G.A. (2001). Bearing capacity of spatially random soil: The undrained clay Prandtl problem revisited. Géotechnique, 51(4), 351–359.GriffithsD.V.FentonG.A.2001Bearing capacity of spatially random soil: The undrained clay Prandtl problem revisitedGéotechnique51435135910.1680/geot.2001.51.4.351Search in Google Scholar
Huang, J., Lyamin, A.V., Griffiths, D.V., Sloan, S.W., Krabbenhoft, K. & Fenton, G.A. (2013). Undrained bearing capacity of spatially random clays by finite elements and limit analysis. Proceedings of the XVIII Int. Confer. on SMGE, 731–734.HuangJ.LyaminA.V.GriffithsD.V.SloanS.W.KrabbenhoftK.FentonG.A.2013Undrained bearing capacity of spatially random clays by finite elements and limit analysisProceedings of the XVIII Int. Confer. on SMGE731734Search in Google Scholar
Jaksa, M.B., Kaggawa, W.S. & Brooker, P.I. (1999). Experimental evaluation of the scale of fluctuation of a stiff clay. ICASP-8 Conf. Proceedings, Sydney, Australia. Vol. 1, 415–422.JaksaM.B.KaggawaW.S.BrookerP.I.1999Experimental evaluation of the scale of fluctuation of a stiff clayICASP-8 Conf. ProceedingsSydney, Australia1415422Search in Google Scholar
Javankhoshdel, S. & Bathurst, R.J. (2015). Influence of cross correlation between soil parameters on probability of failure of simple cohesive and c-φ slopes. Canadian Geotechnical Journal, 2015-0109 (November),JavankhoshdelS.BathurstR.J.2015Influence of cross correlation between soil parameters on probability of failure of simple cohesive and c-φ slopesCanadian Geotechnical Journal2015-0109 (November),Search in Google Scholar
Ji, J., Zhang, C., Gao, Y. & Kodikara, J. (2018). Effect of 2D spatial variability on slope reliability: A simplified FORM analysis. Geoscience Frontiers, 9(6), 1631–1638.JiJ.ZhangC.GaoY.KodikaraJ.2018Effect of 2D spatial variability on slope reliability: A simplified FORM analysisGeoscience Frontiers961631163810.1016/j.gsf.2017.08.004Search in Google Scholar
Jiang, S.H., Li, D.Q., Zhang, L.M. & Zhou, C.B. (2014). Slope reliability analysis considering spatially variable shear strength parameters using a non-intrusive stochastic finite element method. Engineering Geology, 168, 120–128.JiangS.H.LiD.Q.ZhangL.M.ZhouC.B.2014Slope reliability analysis considering spatially variable shear strength parameters using a non-intrusive stochastic finite element methodEngineering Geology16812012810.1016/j.enggeo.2013.11.006Search in Google Scholar
Jiang, S.H., Li, D.Q., Cao, Z.J., Zhou, C.B. & Phoon, K.K. (2015). Efficient system reliability analysis of slope stability in spatially variable soils using Monte Carlo Simulation. Journal of Geotechnical and Geoenvironmental Engineering, 141(2), 04014096.JiangS.H.LiD.Q.CaoZ.J.ZhouC.B.PhoonK.K.2015Efficient system reliability analysis of slope stability in spatially variable soils using Monte Carlo SimulationJournal of Geotechnical and Geoenvironmental Engineering14120401409610.1061/(ASCE)GT.1943-5606.0001227Search in Google Scholar
Kim, J.M. & Sitar, N. (2013). Reliability approach to slope stability analysis with spatially correlated soil properties. Soils and Foundations, 53(1), 1–10.KimJ.M.SitarN.2013Reliability approach to slope stability analysis with spatially correlated soil propertiesSoils and Foundations53111010.1016/j.sandf.2012.12.001Search in Google Scholar
Li, D.Q., Qi, X.-H., Cao, Z.-J., Tang, X.-S., Zhou, W., Phoon, K.-K. & Zhou, C.-B. (2015). Reliability analysis of strip footing considering spatially variable undrained shear strength that linearly increases with depth. Soils and Foundations, 55(4), 866–880.LiD.Q.QiX.-H.CaoZ.-J.TangX.-S.ZhouW.PhoonK.-K.ZhouC.-B.2015Reliability analysis of strip footing considering spatially variable undrained shear strength that linearly increases with depthSoils and Foundations55486688010.1016/j.sandf.2015.06.017Search in Google Scholar
Li, X.Y., Zhang, L.M., Gao, L. & Zhu, H. (2017). Simplified slope reliability analysis considering spatial soil variability. Engineering Geology, 216, 90–97.LiX.Y.ZhangL.M.GaoL.ZhuH.2017Simplified slope reliability analysis considering spatial soil variabilityEngineering Geology216909710.1016/j.enggeo.2016.11.013Search in Google Scholar
Liu, L.L., Cheng, Y.M. & Zhang, S.H. (2017). Conditional random field reliability analysis of a cohesion-frictional slope. Computers and Geotechnics, 82, 173–186.LiuL.L.ChengY.M.ZhangS.H.2017Conditional random field reliability analysis of a cohesion-frictional slopeComputers and Geotechnics8217318610.1016/j.compgeo.2016.10.014Search in Google Scholar
Liu, Y., Zhang, W., Zhang, L., Zhu, Z., Hu, J. & Wei, H. (2018). Probabilistic stability analyses of undrained slopes by 3D random fields and finite element methods. Geoscience Frontiers, 9(6), 1657–1664.LiuY.ZhangW.ZhangL.ZhuZ.HuJ.WeiH.2018Probabilistic stability analyses of undrained slopes by 3D random fields and finite element methodsGeoscience Frontiers961657166410.1016/j.gsf.2017.09.003Search in Google Scholar
Lloret-Cabot, M., Fenton, G.A. & Hicks, M.A. (2014). On the estimation of scale of fluctuation in geostatistics. Georisk:Assessment and Management of Risk for Engineered Systems and Geohazards, 8(2), 129–140.Lloret-CabotM.FentonG.A.HicksM.A.2014On the estimation of scale of fluctuation in geostatisticsGeorisk:Assessment and Management of Risk for Engineered Systems and Geohazards8212914010.1080/17499518.2013.871189Search in Google Scholar
Low, B.K. & Phoon, K.K. (2015). Reliability based design and its complementary role to Eurocode 7 design approach. Computers and Geotechnics, 65, 30–44.LowB.K.PhoonK.K.2015Reliability based design and its complementary role to Eurocode 7 design approachComputers and Geotechnics65304410.1016/j.compgeo.2014.11.011Search in Google Scholar
Oguz, E.A., Huvaj, N., & Griffiths, D.V. (2019). Vertical spatial correlation length based on standard penetration tests. Marine Georesources & Geotechnology, 37(1), 45–56.OguzE.A.HuvajN.GriffithsD.V.2019Vertical spatial correlation length based on standard penetration testsMarine Georesources & Geotechnology371455610.1080/1064119X.2018.1443180Search in Google Scholar
Ostoja-Starzewski, M. (2006). Material spatial randomness. From statistical to representative volume element. Probabilistic Engineering Mechanics, 21, 112–132.Ostoja-StarzewskiM.2006Material spatial randomness. From statistical to representative volume elementProbabilistic Engineering Mechanics2111213210.1016/j.probengmech.2005.07.007Search in Google Scholar
Phoon, K.K. & Kulhawy, F.H. (1999a). Characterization of geotechnical variability. Canadian Geotechnical Journal, 36(4), 612–624.PhoonK.K.KulhawyF.H.1999aCharacterization of geotechnical variabilityCanadian Geotechnical Journal36461262410.1139/t99-038Search in Google Scholar
Phoon, K.K. & Kulhawy, F.H. (1999b). Evaluation of geotechnical property variability. Canadian Geotechnical Journal, 36(4), 625–639.PhoonK.K.KulhawyF.H.1999bEvaluation of geotechnical property variabilityCanadian Geotechnical Journal36462563910.1139/t99-039Search in Google Scholar
Pieczyńska-Kozłowska, J.M., Puła, W. & Vessia, G. (2017). A collection of fluctuation scale values and autocorrelation functions of fine deposits in Emilia Romagna Palin, Italy. Geo-Risk 2017, ASCE Conf. Proceedings, Denver, USA, 360–369.Pieczyńska-KozłowskaJ.M.PułaW.VessiaG.2017A collection of fluctuation scale values and autocorrelation functions of fine deposits in Emilia Romagna Palin, ItalyGeo-Risk 2017, ASCE Conf. ProceedingsDenver, USA360369Search in Google Scholar
Puła, W. & Chwała, M., (2015). On spatial averaging along random slip lines in the reliability computations of shallow strip foundations. Computers and Geotechnics, 68, 128–136.PułaW.ChwałaM.,2015On spatial averaging along random slip lines in the reliability computations of shallow strip foundationsComputers and Geotechnics6812813610.1016/j.compgeo.2015.04.001Search in Google Scholar
Shen, Z., Jin, D., Pan, Q., Yang, H. & Chian, S.Ch. (2021). Effect of soil spatial variability on failure mechanisms and undrained capacities of strip foundations under uniaxial loading. Computers and Geotechnics, 139 (November), 104387.ShenZ.JinD.PanQ.YangH.ChianS.Ch.2021Effect of soil spatial variability on failure mechanisms and undrained capacities of strip foundations under uniaxial loadingComputers and Geotechnics139November10438710.1016/j.compgeo.2021.104387Search in Google Scholar
Tietje, O., Fitze, P. & Schneider, H.R. (2014). Slope stability analysis based on autocorrelated shear strength parameters. Geotechnical and Geological Engineering, 32, 1477–1483.TietjeO.FitzeP.SchneiderH.R.2014Slope stability analysis based on autocorrelated shear strength parametersGeotechnical and Geological Engineering321477148310.1007/s10706-013-9693-8Search in Google Scholar
Vanmarcke, E.H. (2010). Random Fields. Analysis and Synthesis. World Scientific, Singapore. (rev. ed. of MIT Press, 1983).VanmarckeE.H.2010Random Fields. Analysis and SynthesisWorld ScientificSingaporerev. ed. of MIT Press198310.1142/5807Search in Google Scholar