This work is licensed under the Creative Commons Attribution-NonCommercial-NoDerivatives 4.0 License.
Ali A, Lyamin AV, Huang J, Sloan SW, Cassidy MJ. Effect of Spatial Correlation Length on the Bearing Capacity of an Eccentrically Loaded Strip Footing. 6th APSSRA 2016, 311–316.AliALyaminAVHuangJSloanSWCassidyMJ6th APSSRA2016311316Search in Google Scholar
Bagińska I, Kawa M, Janecki W. Estimation of spatial variability properties of mine waste dump using CPTu results – case study. Proceedings of the 4th International Symposium on Cone Penetration Testing (CPT’18), Delft, The Netherlands, 21–22 June 2018; eds. Michael A. Hicks, Federico Pisanò, Joek Peuchen. Leiden : CRC Press/Balkema, cop. 2018. s. 109–115.BagińskaIKawaMJaneckiWEstimation of spatial variability properties of mine waste dump using CPTu results – case studyeds.HicksMichael A.PisanòFedericoPeuchenJoekLeidenCRC Press/Balkema, cop.2018109115Search in Google Scholar
Chen F, Wang L, Zhang W. Reliability assessment on stability of tunnelling perpendicularly beneath an existing tunnel considering spatial variabilities of rock mass properties. Tunnelling and Underground Space Technology, 88 (2019), 276–289. https://doi.org/10.1016/j.tust.2019.03.013ChenFWangLZhangWReliability assessment on stability of tunnelling perpendicularly beneath an existing tunnel considering spatial variabilities of rock mass properties882019276289https://doi.org/10.1016/j.tust.2019.03.01310.1016/j.tust.2019.03.013Search in Google Scholar
Ching J, Wu TJ, Stuedlein AW, Bong T. Estimating horizontal scale of fluctuation with limited CPT soundings. Geoscience Frontiers, 2018; Volume 9, Issue 6, 1597–1608. https://doi.org/10.1016/j.gsf.2017.11.008ChingJWuTJStuedleinAWBongTEstimating horizontal scale of fluctuation with limited CPT soundings20189615971608https://doi.org/10.1016/j.gsf.2017.11.00810.1016/j.gsf.2017.11.008Search in Google Scholar
Ching J, Phoon KK, Sung SP. Worst case scale of fluctuation in basal heave analysis involving spatial variable clays, Structural Safety, 68 (2017), pp. 28–42ChingJPhoonKKSungSPWorst case scale of fluctuation in basal heave analysis involving spatial variable clays682017284210.1016/j.strusafe.2017.05.008Search in Google Scholar
Ching J, Phoon KK, Sung SP. Worst case scale of fluctuation in basal heave analysis involving spatially variable clays. Structural Safety, Vol. 68, 28–42. https://doi.org/10.1016/j.strusafe.2017.05.008ChingJPhoonKKSungSPWorst case scale of fluctuation in basal heave analysis involving spatially variable clays682842https://doi.org/10.1016/j.strusafe.2017.05.00810.1016/j.strusafe.2017.05.008Search in Google Scholar
Chwała M. (2019a). Undrained bearing capacity of spatially random soil for rectangular footings. Soils and Foundations 59 (2019) 1508–1521. https://doi.org/10.1016/j.sandf.2019.07.005ChwałaM2019aUndrained bearing capacity of spatially random soil for rectangular footings59201915081521https://doi.org/10.1016/j.sandf.2019.07.00510.1016/j.sandf.2019.07.005Search in Google Scholar
Chwała M. (2019b). Bearing Capacity for Spatially Random Soil Considering Cone Penetration Test Locations. In: Ching, J., Li, D. Q. & Zhang, J., (Eds), Proceedings, 7th International Symposium on Geotechnical Safety and Risk, Research Publishing, 2019, 11–13 December, 2019, Taipei, Taiwan, 899pp. ISBN : 978-981-11-2725-0, DOI : 10.3850/9789811127250-toc.ChwałaM2019bIn:ChingJ.LiD. Q.ZhangJ.(Eds),Proceedings, 7th International Symposium on Geotechnical Safety and Risk, Research Publishing, 201911–13 December, 2019Taipei, Taiwan899pp. ISBN : 978-981-11-2725-0,10.3850/9789811127250-tocOpen DOISearch in Google Scholar
Fenton GA, Griffiths DV. Risk assessment in geotechnical engineering. Wiley; 2008.FentonGAGriffithsDVWiley200810.1002/9780470284704Search in Google Scholar
Goh Anthony TC, Zhang WG, Wong KS. Deterministic and reliability analysis of basal heave stability for excavation in spatial variable soils. Computers and Geotechnics, 108 (2019), 152–160. https://doi.org/10.1016/j.compgeo.2018.12.015Goh AnthonyTCZhangWGWongKSDeterministic and reliability analysis of basal heave stability for excavation in spatial variable soils1082019152160https://doi.org/10.1016/j.compgeo.2018.12.01510.1016/j.compgeo.2018.12.015Search in Google Scholar
Gourvenec S, Randolph M, Kingsnorth O. Undrained Bearing Capacity of Square and Rectangular Footings. International Journal of Geomechanics, 2006; Vol. 6, 3, 147–157.GourvenecSRandolphMKingsnorthOUndrained Bearing Capacity of Square and Rectangular Footings20066314715710.1061/(ASCE)1532-3641(2006)6:3(147)Search in Google Scholar
Horn RA, Johnson CR. Matrix Analysis. Cambridge University Press, 1985.HornRAJohnsonCRCambridge University Press198510.1017/CBO9780511810817Search in Google Scholar
Huang J, Lyamin AV, Griffiths DV, Sloan SW, Krabbenhoft K, Fenton GA. Undrained bearing capacity of spatially random clays by finite elements and limit analysis. Proceedings of the 18th ICSMGE, Paris (2013), pp. 731–734HuangJLyaminAVGriffithsDVSloanSWKrabbenhoftKFentonGAProceedings of the 18th ICSMGEParis2013731734Search in Google Scholar
Johari A, Hosseini SM, Keshavarz. Reliability analysis of seismic bearing capacity of strip footing by stochastic slip lines method. Computers and Geotechnics, 91 (2017), 203–217. https://doi.org/10.1016/j.compgeo.2017.07.019JohariAHosseiniSMKeshavarzReliability analysis of seismic bearing capacity of strip footing by stochastic slip lines method912017203217https://doi.org/10.1016/j.compgeo.2017.07.01910.1016/j.compgeo.2017.07.019Search in Google Scholar
Kawa M, Puła W. 3D bearing capacity probabilistic analyses of footings on spatially variable c–φ soil. Acta Geotechnica, June 2019. DOI: 10.1007/s11440-019-00853-3KawaMPułaW3D bearing capacity probabilistic analyses of footings on spatially variable c–φ soilJune201910.1007/s11440-019-00853-3Open DOISearch in Google Scholar
Kirkpatrick S, Gelatt CD, Vecchi MP. Optimization by Simulated Annealing. Science, 1983; 220, 671–680.KirkpatrickSGelattCDVecchiMPOptimization by Simulated Annealing198322067168010.1126/science.220.4598.671Search in Google Scholar
Kirkpatrick S. Optimization by Simulated Annealing: Quantitative Studies. Journal of Statistical Physics, 1984; Vol. 34, Nos. 5/6.KirkpatrickSOptimization by Simulated Annealing: Quantitative Studies1984345/610.1007/BF01009452Search in Google Scholar
Lu Q, Xiao Z, Zheng J, Shang Y. Probabilistic assessment of tunnel convergence considering spatial variability in rock mass properties using interpolated autocorrelation and response surface method. Geoscience Frontiers, 9(6), 2018, 1619–1629. https://doi.org/10.1016/j.gsf.2017.08.007LuQXiaoZZhengJShangYProbabilistic assessment of tunnel convergence considering spatial variability in rock mass properties using interpolated autocorrelation and response surface method96201816191629https://doi.org/10.1016/j.gsf.2017.08.00710.1016/j.gsf.2017.08.007Search in Google Scholar
Nuttall JD. Estimation of Horizontal and Vertical Scales of Fluctuation from CPT Data Using Neural Networks and Random Fields. In: Ching, J., Li, D. Q. & Zhang, J., (Eds), Proceedings, 7th International Symposium on Geotechnical Safety and Risk, Research Publishing, 2019, 11–13 December 2019, Taipei, Taiwan, 899pp. ISBN : 978-981-11-2725-0, DOI : 10.3850/9789811127250-toc.NuttallJDIn:ChingJ.LiD. Q.ZhangJ.(Eds),Proceedings, 7th International Symposium on Geotechnical Safety and Risk, Research Publishing, 201911–13 December 2019Taipei, Taiwan899pp. ISBN : 978-981-11-2725-0,10.3850/9789811127250-tocOpen DOISearch in Google Scholar
Pan Q, Dias D. Probabilistic Analysis of a Rock Tunnel Face Using Polynomial Chaos Expansion Method[J]. International Journal of Geomechanics, 2018, 18(4): 04018013. https://doi.org/10.1061/(ASCE)GM.1943-5622.0001116.PanQDiasDProbabilistic Analysis of a Rock Tunnel Face Using Polynomial Chaos Expansion Method[J]201818404018013. https://doi.org/10.1061/(ASCE)GM.1943-5622.0001116.10.1061/(ASCE)GM.1943-5622.0001116Search in Google Scholar
Pieczyńska-Kozłowska JM. Comparison between two methods for estimating the vertical scale of fluctuation for modelling random geotechnical problems. Studia Geotechnica et Mechanica 37(2015), 4:95–103.Pieczyńska-KozłowskaJMComparison between two methods for estimating the vertical scale of fluctuation for modelling random geotechnical problems37201549510310.1515/sgem-2015-0049Search in Google Scholar
Pieczyńska-Kozłowska JM, Puła W, Griffiths DV, Fenton GA. Influence of embedment, self-weight and anisotropy on bearing capacity reliability using the random finite element method. Computers and Geotechnics, 2015; 67, 229–238.Pieczyńska-KozłowskaJMPułaWGriffithsDVFentonGAInfluence of embedment, self-weight and anisotropy on bearing capacity reliability using the random finite element method20156722923810.1016/j.compgeo.2015.02.013Search in Google Scholar
Pieczyńska-Kozłowska JM, Puła W, Vessia G. A collection of fluctuation scale values and autocorrelation functions of fine deposits in Emilia Romagna Palin, Italy; Geo-Risk 2017; Reston: American Society of Civil Engineers, 290–299.Pieczyńska-KozłowskaJMPułaWVessiaGA collection of fluctuation scale values and autocorrelation functions of fine deposits in Emilia Romagna Palin, Italy2017RestonAmerican Society of Civil Engineers29029910.1061/9780784480717.027Search in Google Scholar
Puła W. On some aspects of reliability computations in bearing capacity of shallow foundations. In: Griffiths DV, Fenton Gordon A, editors. Puła in: probabilistic methods in geotechnical engineering. CISM courses and lectures, Wien, New York: Springer, 2007; No. 491, 127–45.PułaWOn some aspects of reliability computations in bearing capacity of shallow foundationsIn:GriffithsDVFenton GordonAeditors.CISM courses and lectures, Wien, New YorkSpringer20074911274510.1007/978-3-211-73366-0_5Search in Google Scholar
Puła W, Chwała M. On spatial averaging along random slip lines in the reliability computations of shallow strip foundations. Computers and Geotechnics, 2015; 68, 128–136. https://doi.org/10.1016/j.compgeo.2015.04.001PułaWChwałaMOn spatial averaging along random slip lines in the reliability computations of shallow strip foundations201568128136https://doi.org/10.1016/j.compgeo.2015.04.00110.1016/j.compgeo.2015.04.001Search in Google Scholar
Puła W, Pieczyńska-Kozłowska JM, Chwała M. Search for the Worst-Case Correlation Length in the Bearing Capacity Probability of Failure Analyses; Geo-Risk 2017; Reston: American Society of Civil Engineers, 534–544.PułaWPieczyńska-KozłowskaJMChwałaMSearch for the Worst-Case Correlation Length in the Bearing Capacity Probability of Failure Analyses2017RestonAmerican Society of Civil Engineers53454410.1061/9780784480700.051Search in Google Scholar
Puła W, Chwała M. Random bearing capacity evaluation of shallow foundations for asymmetrical failure mechanisms with spatial averaging and inclusion of soil self-weight. Computers and Geotechnics, 2018; 101, 176–195. https://doi.org/10.1016/j.compgeo.2018.05.002PułaWChwałaMRandom bearing capacity evaluation of shallow foundations for asymmetrical failure mechanisms with spatial averaging and inclusion of soil self-weight2018101176195https://doi.org/10.1016/j.compgeo.2018.05.00210.1016/j.compgeo.2018.05.002Search in Google Scholar
Simoes JT, Neves LC, Antao AN, Guerra NMC. Probabilistic analysis of bearing capacity of shallow foundations using three-dimensional limit analyses. Int. J. Comput. Methods, 11 (02) (2014) pp. 1342008-1-20SimoesJTNevesLCAntaoANGuerraNMCProbabilistic analysis of bearing capacity of shallow foundations using three-dimensional limit analyses11022014pp. 1342008-1-2010.1142/S0219876213420085Search in Google Scholar
Vanmarcke EH. Random fields – analysis and synthesis. Cambridge: MIT Press, 1983.VanmarckeEHCambridgeMIT Press1983Search in Google Scholar