Deterministic and probabilistic advances in the analysis of Spudcan behaviour
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M. Cassidy | Lisa Li | P. Hu | M. Uzielli | S. Lacasse
[1] Alec Westley Skempton,et al. The bearing capacity of clays , 1951 .
[2] J. B. Hansen,et al. A revised and extended formula for bearing capacity , 1970 .
[3] E. Vanmarcke. Probabilistic Modeling of Soil Profiles , 1977 .
[4] G. G. Meyerhof,et al. Ultimate bearing capacity of foundations on layered soils under inclined load , 1978 .
[5] Alfredo Ang H.-S.,et al. Probability concepts in engineering planning and design, vol i : basic principles , 1979 .
[6] Jack-Up Rig Foundation Stability in Stratified Soil Profiles , 1982 .
[7] Erik H. Vanmarcke,et al. Random Fields: Analysis and Synthesis. , 1985 .
[8] M. Bolton. THE STRENGTH AND DILATANCY OF SANDS , 1986 .
[9] Chris Martin. Physical and numerical modelling of offshore foundations under combined loads , 1994 .
[10] K. Phoon,et al. Characterization of Geotechnical Variability , 1999 .
[11] Mark Cassidy,et al. On the Modelling of Foundations for Jack-up Units on Sand , 1999 .
[12] Guy T. Houlsby,et al. Vertical bearing capacity factors for conical footings on sand , 2002 .
[13] Mark Randolph,et al. Spudcan foundation penetration into uniform clay , 2003 .
[14] Lidija Zdravković,et al. Load carrying capacity of foundations , 2004 .
[15] Wilson H. Tang,et al. REDUCING UNCERTAINTY OF PREDICTION FROM EMPIRICAL CORRELATIONS , 2004 .
[16] M. Randolph,et al. Combining upper bound and strain path methods for evaluating penetration resistance , 2005 .
[17] C. Erbrich,et al. Australian frontiers – spudcans on the edge , 2005 .
[18] Mark Randolph,et al. Limiting cavity depth for spudcan foundations penetrating clay , 2005 .
[19] Mark Randolph,et al. Cavity stability and bearing capacity of spudcan foundations on clay , 2006 .
[20] Wilson H. Tang,et al. Probability Concepts in Engineering: Emphasis on Applications to Civil and Environmental Engineering , 2006 .
[21] D. V. Griffiths,et al. Risk Assessment in Geotechnical Engineering , 2008 .
[22] David Menzies,et al. Comparison of Jackup Rig Spudcan Penetration Methods in Clay , 2008 .
[23] Chun Fai Leung,et al. Revealing the bearing capacity mechanisms of a penetrating spudcan through sand overlying clay , 2008 .
[24] L. Zhang,et al. Bayesian Model Calibration Using Geotechnical Centrifuge Tests , 2009 .
[25] Jie Zhang,et al. Bayesian Framework for Characterizing Geotechnical Model Uncertainty , 2009 .
[26] Kok Kuen Lee. Investigation of potential spudcan punch-through failure on sand overlying clay soils , 2009 .
[28] Chun Fai Leung,et al. Centrifuge model study of spudcan penetration in sand overlying clay , 2010 .
[29] Mark Randolph,et al. Offshore Geotechnical Engineering , 2011 .
[30] Characterisation of undrained shear strength using statistical methods , 2011 .
[31] Mark Cassidy,et al. Experimental observations of the penetration of spudcan footings in silt , 2012 .
[32] Foundation Modeling and Assessment in the New ISO Standard 19905-1 , 2012 .
[33] Mark Randolph,et al. Bearing capacity on sand overlying clay soils: a simplified conceptual model , 2013 .
[34] Mark Randolph,et al. Bearing capacity on sand overlying clay soils: experimental and finite-element investigation of potential punch-through failure , 2013 .
[35] Guy T. Houlsby,et al. Statistical fitting of undrained strength data , 2013 .
[36] Dong Wang,et al. Predicting peak resistance of spudcan penetrating sand overlying clay , 2014 .
[37] Mark Cassidy,et al. Spatial variability of the soil at the Ballina national field test facility , 2014 .
[38] Mark Cassidy,et al. Predicting the resistance profile of a spudcan penetrating sand overlying clay , 2014 .
[39] Findings of the ISSMGE jack-up leg penetration prediction event , 2015 .