Geotechnics, energy and climate change: the 56th Rankine Lecture

Geotechnical engineering has matured sufficiently to contribute to resolving some of society's grand challenges. The 56th Rankine Lecture considered one of the most pressing global problems: mainta...

[1]  Keiji Kogure,et al.  UNDRAINED SHEAR CHARACTERISTICS OF NORMALLY CONSOLIDATED PEAT UNDER TRIAXIAL COMPRESSION AND EXTENSION CONDITIONS , 1985 .

[2]  R. Jardine,et al.  Effective stress regime around a jacked steel pile during installation ageing and load testing in chalk , 2018, Canadian Geotechnical Journal.

[3]  A. Gasparre,et al.  Advanced laboratory characterisation of London Clay , 2005 .

[4]  Richard J. Jardine,et al.  Design method reliability assessment from an extended database of axial load tests on piles driven in sand , 2017 .

[5]  Richard J. Jardine,et al.  The measurement of soil stiffness in the triaxial apparatus , 1984 .

[6]  Richard J. Jardine,et al.  Measurement of stresses around closed-ended displacement piles in sand , 2013 .

[7]  Lidija Zdravković,et al.  Computational study on the modification of a bounding surface plasticity model for sands , 2014 .

[8]  V. N. Vijayvergiya,et al.  Design And Installation Of Piles In Chalk , 1977 .

[9]  Richard J. Jardine,et al.  Displacement response to axial cycling of piles driven in sand , 2013 .

[10]  P. Bryn,et al.  The Storegga slide: evaluation of triggering sources and slide mechanics , 2005 .

[11]  Barry Lehane,et al.  Displacement-pile behaviour in a soft marine clay , 1994 .

[12]  Richard J. Jardine,et al.  The use of miniature soil stress measuring cells in laboratory applications involving stress reversals , 2009 .

[13]  Richard J. Jardine,et al.  Axial capacity design practice for North European wind-turbine projects , 2015 .

[14]  R. Jardine,et al.  Investigating the Effect of Ageing on the Behaviour of Chalk Putty , 2018 .

[15]  Gholamreza Mesri,et al.  Engineering Properties of Fibrous Peats , 2007 .

[16]  Barry Lehane,et al.  Experimental investigations of pile behaviour using instrumented field piles , 1992 .

[17]  Richard J. Jardine,et al.  Sand grain crushing and interface shearing during displacement pile installation in sand , 2010 .

[18]  Siew L. Tan,et al.  PREDICTION OF PILE SET-UP IN NON-COHESIVE SOILS. IN: CURRENT PRACTICES AND FUTURE TRENDS IN DEEP FOUNDATIONS , 2004 .

[19]  W. H. Tang,et al.  PERFORMANCE RELIABILITY OF OFFSHORE PILES , 1990 .

[20]  W. Rankine II. On the stability of loose earth , 1857, Philosophical Transactions of the Royal Society of London.

[21]  A. Skempton Long-Term Stability of Clay Slopes , 1964 .

[22]  Richard J. Jardine,et al.  Shear strength anisotropy of natural London Clay , 2007 .

[23]  K. Karlsrud,et al.  Significant ageing effects for axially loaded piles in sand and clay verified by new field load tests , 2014 .

[24]  Siya Paul Rimoy,et al.  Ageing and axial cyclic loading studies of displacement piles in sands , 2013 .

[25]  Guy T. Houlsby,et al.  Interactions in offshore foundation design , 2016 .

[26]  Edward C. Clukey,et al.  Geotechnics for wells top-hole section and conductor , 2015 .

[27]  Matias Felipe Silva Illanes Experimental study of ageing and axial cyclic loading effect on shaft friction along driven piles in sands , 2014 .

[28]  R. Jardine,et al.  Behaviour of piles driven in chalk , 2018 .

[29]  G. Delisle Near‐surface permafrost degradation: How severe during the 21st century? , 2007 .

[30]  Barry Lehane,et al.  Mechanisms of Shaft Friction in Sand from Instrumented Pile Tests , 1994 .

[31]  John Carey,et al.  Time-dependent uplift capacity of driven piles in low to medium density chalk , 2017 .

[32]  Richard J. Jardine,et al.  Performance of vertical drains at Queenborough bypass , 1981 .

[33]  Richard J. Jardine,et al.  The ICP Design Method and Application to a North Sea Offshore Wind Farm , 2015 .

[34]  Giang D. Nguyen,et al.  The end-bearing capacity of piles penetrating into crushable soils , 2013 .

[35]  Gary Axelsson,et al.  Long-term set-up of driven piles in sand. , 2000 .

[36]  R. Pugh The strength and deformation characteristics of a soft alluvial clay under full scale loading conditions , 1978 .

[37]  D. Potts,et al.  DELAYED COLLAPSE OF CUT SLOPES IN STIFF CLAY , 1997 .

[38]  W. Rankine VII.—On the Mechanical Action of Heat, especially in Gases and Vapours , 1853, Transactions of the Royal Society of Edinburgh.

[39]  J. R. Standing,et al.  A system for measuring local radial strains in triaxial apparatus , 2016 .

[40]  Kenneth Gavin,et al.  The effect of ageing on the axial capacity of piles in sand , 2013 .

[41]  C. P. Wroth,et al.  Application of the failure state in undrained simple shear to the shaft capacity of driven piles , 1981 .

[42]  A. R. Koelewijn,et al.  Failure of a trial embankment on peat in Booneschans, the Netherlands , 2012 .

[43]  Michael Long,et al.  In situ strength characterisation of peat and organic soil using full-flow penetrometers , 2011 .

[44]  Richard J. Jardine,et al.  Interpretation of stress measurements made around closed-ended displacement piles in sand , 2013 .

[45]  Jean-Louis Briaud,et al.  MEASURED AND PREDICTED AXIAL RESPONSE OF 98 PILES , 1988 .

[46]  Richard J. Jardine,et al.  EXPERIMENTAL ARRANGEMENTS FOR INVESTIGATION OF SOIL STRESSES DEVELOPED AROUND A DISPLACEMENT PILE , 2009 .

[47]  Richard J. Jardine,et al.  Large-displacement interface shear between steel and granular media , 2011 .

[48]  C. Zwanenburg,et al.  Laboratory, in situ and full-scale load tests to assess flood embankment stability on peat , 2015 .

[49]  Barry Lehane,et al.  Vertical loading experiments on rigid pad foundations at Bothkennar , 1995 .

[50]  A. Bond,et al.  Behaviour of displacement piles in overconsolidated clays , 1989 .

[51]  R. Jardine,et al.  Installation and axial capacity of the Sheringham Shoal offshore wind farm monopiles – a case history , 2018 .

[52]  R. Jardine,et al.  Ageing and cyclic behaviour of axially loaded piles driven in chalk , 2017 .

[53]  Richard J. Jardine,et al.  Behaviour of displacement piles in sand under cyclic axial loading , 2012 .

[54]  R. Jardine,et al.  The influence of structure on the behaviour of London Clay , 2007 .

[55]  J. C. Santamarina,et al.  Energy and quality of life , 2012 .

[56]  Barry Lehane,et al.  Displacement pile behaviour in glacial clay. , 1994 .

[57]  Richard J. Jardine,et al.  The shear stiffness characteristics of four Eocene-to-Jurassic UK stiff clays , 2017 .

[58]  Amin Aghakouchak Advanced laboratory studies to explore the axial cyclic behaviour of driven piles , 2015 .

[59]  Lidija Zdravković,et al.  A new Hvorslev surface for critical state type unsaturated and saturated constitutive models , 2013 .

[60]  Richard J. Jardine,et al.  Field axial cyclic loading experiments on piles driven in sand , 2012 .

[61]  T. W. Lambe,et al.  Predictions in soil engineering , 1973 .

[62]  T. Spink,et al.  The engineering description of chalk: its strength, hardness and density , 2002, Quarterly Journal of Engineering Geology and Hydrogeology.

[63]  Richard J. Jardine,et al.  HUTTON TENSION LEG PLATFORM FOUNDATIONS: PREDICTION OF DRIVEN PILE BEHAVIOUR , 1988 .

[64]  R. Jardine,et al.  A numerical simulation of underwater slope failures generated by salt diapirism combined with active sedimentation , 2012 .

[65]  Giang D. Nguyen,et al.  Theoretical breakage mechanics and experimental assessment of stresses surrounding piles penetrating into dense silica sand , 2014 .

[66]  P Vergobbi,et al.  Results from axial load tests on pipe piles in very dense sands: the EURIPIDES JIP , 2005 .

[67]  A Landva Characterization of Escuminac peat and construction on peatland , 2006 .

[68]  H. Brandl Energy foundations and other thermo-active ground structures , 2006 .

[69]  Richard J. Jardine,et al.  Full scale offshore verification of axial pile design in chalk , 2015 .

[70]  Dennis Ganendra Finite element analysis of laterally loaded piles , 1993 .

[71]  Barry Lehane,et al.  Shaft Capacity of Displacement Piles in Clay Using the Cone Penetration Test , 2013 .

[72]  Barry Lehane,et al.  Effects of long-term pre-loading on the performance of a footing on clay , 2003 .

[73]  Richard J. Jardine,et al.  Jet Grouting To Improve Offshore Pile Capacity: GOPAL Project , 1999 .

[74]  Richard J. Jardine,et al.  Effects of installing displacement piles in a high OCR clay , 1991 .

[75]  Antonio Gens,et al.  THM-coupled finite element analysis of frozen soil : formulation and application , 2009 .

[76]  B. Davies,et al.  Provenance and depositional environments of Quaternary sediments from the western North Sea Basin , 2011 .

[77]  Antonio Gens,et al.  Soil–environment interactions in geotechnical engineering , 2010 .

[78]  K Andersen,et al.  Cyclic soil parameters for offshore foundation design , 2015 .

[79]  Douglas L. Kane,et al.  Thermal response of the active layer to climatic warming in a permafrost environment , 1991 .

[80]  Kenneth Gavin,et al.  The effect of pile ageing on the shaft capacity of offshore piles in sand. Keynote paper. , 2015 .

[81]  D. Potts,et al.  Finite element analysis of progressive failure of Carsington embankment , 1990 .

[82]  Lidija Zdravković,et al.  Field validation of fibre Bragg grating sensors for measuring strain on driven steel piles , 2015 .

[83]  Richard J. Jardine,et al.  A new approach for assessing geothermal response to climate change in permafrost regions , 2009 .

[84]  Richard J. Jardine,et al.  Field and model investigations into the influence of age on axial capacity of displacement piles in silica sands , 2015 .

[85]  K. Gavin,et al.  Field experiments at three sites to investigate the effects of age on steel piles driven in sand , 2020, Géotechnique.

[86]  Toshiyuki Mitachi,et al.  Coefficient of earth pressure at rest for normally and overconsolidated peat ground in Hokkaido area , 2012 .

[87]  Andrea Diambra,et al.  Performance of cyclic cone penetration tests in chalk , 2014 .

[88]  R. Jardine,et al.  The stiffness of natural London Clay , 2007 .

[89]  Richard J. Jardine,et al.  HUTTON TENSION LEG PLATFORM FOUNDATIONS: MEASUREMENT OF PILE GROUP AXIAL LOAD-DISPLACEMENT RELATIONS , 1988 .

[90]  A. Fourie,et al.  Studies of the influence of non-linear stress-strain characteristics in soil-structure interaction , 1986 .

[91]  R. Jardine,et al.  Effects of particle breakage and stress reversal on the behaviour of sand around displacement piles , 2017, Géotechnique.

[92]  Richard J. Jardine,et al.  Stress-path laboratory tests to characterise the cyclic behaviour of piles driven in sands , 2015 .

[93]  R. Jardine,et al.  Design and Performance of the Imperial College Instrumented Pile , 1991 .

[94]  Lidija Zdravković,et al.  PISA: new design methods for offshore wind turbine monopiles , 2019, Revue Française de Géotechnique.

[95]  Richard J. Jardine,et al.  The post-yield behaviour of four Eocene-to-Jurassic UK stiff clays , 2014 .

[96]  Richard J. Jardine,et al.  Shaft capacity of displacement piles in a high OCR clay , 1995 .

[97]  A. Young,et al.  Age Dating of Past Slope Failures of the Sigsbee Escarpment within Atlantis and Mad Dog Developments , 2003 .

[98]  S. Lacasse,et al.  Characteristics of Unified Databases for Driven Piles , 2017 .