Ageing and axial cyclic loading studies of displacement piles in sands

[1]  Bengt H. Fellenius,et al.  Pile Dynamics in Geotechnical Practice—Six Case Histories , 2002 .

[2]  Michael McVay,et al.  Side Shear Setup. II: Results From Florida Test Piles , 2005 .

[3]  S. BRODETSKY,et al.  Theory of Plates and Shells , 1941, Nature.

[4]  H. J. Kolk,et al.  Design criteria for pipe piles in silica sands , 2005 .

[5]  H. Kolk,et al.  Axial load tests on pipe piles in very dense sands at Ras Tanajib , 2005 .

[6]  Luo YangL. Yang,et al.  Incorporating setup into load and resistance factor design of driven piles in sand , 2009 .

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

[8]  John H. Schmertmann,et al.  The Mechanical Aging of Soils , 1991 .

[9]  Kenneth Gavin,et al.  The shaft capacity of pipe piles in sand , 2003 .

[10]  R. G. Bea,et al.  Evaluation of Reliability of Platform Pile Foundations , 1999 .

[11]  F. Baguelin,et al.  The pressuremeter for foundations : French experience , 1986 .

[12]  Harry M. Coyle,et al.  NEW DESIGN CORRELATIONS FOR PILES IN SAND , 1981 .

[13]  M. L. Lings,et al.  An Appraisal of API RP2A Recommendations for Determining Skin Friction of Piles in Sand , 1990 .

[14]  Julio Rakotonindriana.  Comportement des pieux et des groupes de pieux sous chargement latéral cyclique , 2009 .

[15]  R. Plunkett,et al.  Formulas for Stress and Strain , 1965 .

[16]  Giacomo Russo,et al.  Pile foundations: Experimental investigations, analysis and design , 2005 .

[17]  E. Heerema.  Pile Driving And Static Load Tests On Piles In Stiff Clay , 1979 .

[18]  Richard J. Jardine,et al.  Keynote Address: Cyclic Loading of Offshore Piles: Potential Effects And Practical Design , 2012 .

[19]  M. Matsushita.  Time effects on the prepeak deformation properties of sands , 1999 .

[20]  A. S. Vesić.  Expansion of Cavities in Infinite Soil Mass , 1972 .

[21]  G. G. Meyerhof.  Influence of Roughness of Base and Ground-Water Conditions On The Ultimate Bearing Capacity of Foundations , 1955 .

[22]  R. A. Westmann,et al.  Mechanics of pressure cells , 1972 .

[23]  E I Robinsky,et al.  Sand Displacement and Compaction around Model Friction Piles , 1964 .

[24]  M. Seidel,et al.  Jacket substructures for the REpower 5M wind turbine , 2007 .

[25]  V. G. Berezantzev.  Load bearing capacity and deformation of piled foundations , 1961 .

[26]  Fred H. Kulhawy,et al.  Factors Affecting Stress Cell Measurements in Soil , 1982 .

[27]  James A. Schneider,et al.  The UWA-05 method for prediction of axial capacity of driven piles in sand , 2005 .

[28]  Guojun Cai,et al.  Assessment of direct CPT and CPTU methods for predicting the ultimate bearing capacity of single piles , 2009 .

[29]  Jean-Louis Briaud,et al.  Piles in Sand: A Method Including Residual Stresses , 1984 .

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

[31]  F. L. Beringen,et al.  Pile foundations for large North Sea structures , 1979 .

[32]  James A. Schneider,et al.  Database assessment of CPT-based design methods for axial capacity of driven piles in siliceous sands , 2008 .

[33]  Ian W. Johnston,et al.  Constant normal stiffness direct shear testing for socketed pile design in weak rock , 1987 .

[34]  Guy T. Houlsby,et al.  FINITE CAVITY EXPANSION IN DILATANT SOILS: LOADING ANALYSIS , 1991 .

[35]  Li Min Zhang,et al.  Set-up effect in long piles in weathered soils , 2006 .

[36]  Peter Wriggers,et al.  Finite element analysis of pile installation using large-slip frictional contact , 2005 .

[37]  D. White,et al.  Comparing CPT and pile base resistance in sand , 2005 .

[38]  K Karlsrud,et al.  Bearing capacity of driven piles in sand, the NGI approach , 2005 .

[39]  F C Townsend,et al.  Side Shear Setup. I: Test Piles Driven in Florida , 2005 .

[40]  Malcolm D. Bolton,et al.  Displacement and strain paths during plane-strain model pile installation in sand , 2001 .

[41]  Walter G. Brusey,et al.  SETUP AND RELAXATION IN GLACIAL SAND , 1994 .

[42]  James A. Schneider,et al.  A Review of Design Methods for Offshore Driven Piles in Siliceous Sand , 2005 .

[43]  Itai Einav,et al.  Cyclic shakedown of piles subjected to two‐dimensional lateral loading , 2009 .

[44]  Thomas H. Hanna,et al.  Repeated Loading on Single Piles in Sand , 1980 .

[45]  K. Terzaghi.  Theoretical Soil Mechanics , 1943 .

[46]  Richard J. Jardine,et al.  Cyclic triaxial tests to aid offshore pile analysis and design , 2013 .

[47]  F. Brucy,et al.  Behavior of pile plug in sandy soils during and after driving , 1991 .

[48]  R. Gupta.  ESTIMATING BEARING CAPACITY FACTORS AND CONE TIP RESISTANCE , 2002 .

[49]  Robert Overy.  The Use Of Icp Design Methods For The Foundations Of Nine Platforms Installed In The Uk North Sea , 2007 .

[50]  Richard J. Jardine,et al.  A triaxial investigation of kinematic yielding in sand , 2007 .

[51]  Garland Likins,et al.  Dynamic Determination of Pile Capacity , 1985 .

[52]  J. C. Santamarina,et al.  Prediction of Pile Capacity , 1989 .

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

[54]  Richard Jardine,et al.  Investigations of pile-soil behaviour, with special reference to the foundations of offshore structures , 1985 .

[55]  Bengt H. Fellenius,et al.  Load transfer for piles in sand and the critical depth , 1993 .

[56]  G. Likins.  What constitutes a good PDA test ? , .

[57]  C. Sauzéat,et al.  Lessons learned from full scale observations and the practical application of advanced testing and modelling : R.J. Jardine & J.R. Standing N. Kovacevic , 2005 .

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

[59]  David Airey,et al.  Estimation of Pile Friction Degradation from Shearbox Tests , 1992 .

[60]  R. C. Joshi,et al.  Effect of aging on the penetration resistance of sands , 1995 .

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

[62]  Mark Randolph,et al.  Interface load transfer degradation during cyclic loading: a microscale investigation , 2003 .

[63]  Albert Caquot,et al.  Traité de mécanique des sols , 1966 .

[64]  Kenichi Soga,et al.  Mechanisms of setup of displacement piles in sand: laboratory creep tests , 2005 .

[65]  Cone Penetration and Laboratory Testing in Marine Calcareous Sediments , 1982 .

[66]  B. H. Fellenius,et al.  CRITICAL DEPTH: HOW IT CAME INTO BEING AND WHY IT DOES NOT EXIST , 1995 .

[67]  M. Randolph,et al.  Design of driven piles in sand , 1994 .

[68]  Nasser Khalili,et al.  Development of a new calibration chamber for conducting cone penetration tests in unsaturated soils , 2011 .

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

[70]  F. Molenkamp,et al.  STRESS-INDUCED ANISOTROPY IN GRANULAR MASSES , 1986 .

[71]  A. Vesic,et al.  BEARING CAPACITY OF DEEP FOUNDATIONS IN SAND , 1963 .

[72]  Laval Samson,et al.  Change in pile capacity with time: case histories , 1986 .

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

[74]  James H. Long,et al.  Measured Time Effects for Axial Capacity of Driven Piling , 1999 .

[75]  R W Sparrow,et al.  The influence of diaphragm flexibility on the performance of an earth pressure cell , 1967 .

[76]  H. G. Poulos,et al.  Cyclic Stability Diagram for Axially Loaded Piles , 1988 .

[77]  Anders Hust Augustesen,et al.  The Effects of Time on Soil Behaviour and Pile Capacity: PhD Thesis defended public at Aalborg University (17 November 2006) , 2006 .

[78]  Abdallah I. Husein Malkawi,et al.  ESTIMATION OF POST-DRIVING RESIDUAL STRESSES ALONG DRIVEN PILES IN SAND , 2000 .

[79]  Richard Kelly,et al.  Development of a large diameter ring shear apparatus and its use , 2001 .

[80]  R. Salgado,et al.  Calibration Chamber Size Effects on Penetration Resistance in Sand , 2001 .

[81]  K. Ishihara.  Liquefaction and flow failure during earthquakes. , 1993 .

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

[83]  G. Grabe,et al.  A Coupled Eulerian-Lagrangian approach to solve geotechnical problems involving large deformations , 2010 .

[84]  Bernadete Ragoni Danziger,et al.  Prediction of residual driving stresses in piles , 2001 .

[85]  R J Mitchell,et al.  Soil specimen preparation for laboratory testing , 1976 .

[86]  H. Kishida,et al.  Tests of the interface between sand and steel in the simple shear apparatus , 1987 .

[87]  Hai-Sui Yu,et al.  Discrete element modelling of deep penetration in granular soils , 2006 .

[88]  J. B. Hansen,et al.  A general formula for bearing capacity , 1961 .

[89]  Christopher D. P. Baxter,et al.  Experimental Study on the Aging of Sands , 2004 .

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

[91]  Murad Y. Abu-Farsakh,et al.  Assessment of Direct Cone Penetration Test Methods for Predicting the Ultimate Capacity of Friction Driven Piles , 2004 .

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

[93]  Morten Liingaard,et al.  Evaluation of Time-Dependent Behavior of Soils , 2004 .

[94]  Marshall Lew,et al.  Geotechnical and Foundation Design Considerations , 1989 .

[95]  David White,et al.  The influence of effective area ratio on shaft friction of displacement piles in sand , 2005 .

[96]  Richard J. Jardine,et al.  Effects of Time on Capacity of Pipe Piles in Dense Marine Sand , 1998 .

[97]  Reiko Kuwano.  The stiffness and yielding anisotrophy of sand , 1999 .

[98]  Osama K. Nusier,et al.  Time Dependent Capacity Increase for Driven Pile in Cohesionless Soil , 2009 .

[99]  Aleksandar S. Vesic,et al.  Tests on Instrumented Piles, Ogeechee River Site , 1970 .

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

[101]  Farrokh Nadim,et al.  Piles in clay under cyclic axial loading: field tests and computational modelling , 1987 .

[102]  Matthew Richard Coop,et al.  An investigation of the effect of soil state on the capacity of driven piles in sands , 2001 .

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

[104]  Abolfazl Eslami,et al.  Pile capacity by direct CPT and CPTu methods applied to 102 case histories , 1997 .

[105]  Fred H. Kulhawy,et al.  Limiting Tip and Side Resistance - Fact or Fallacy? , 1984 .

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

[107]  G Philipponnat.  METHODE PRATIQUE DE CALCUL D'UN PIEU ISOLE A L'AIDE DU PENETROMETRE STATIQUE , 1980 .

[108]  James A. Schneider,et al.  Analysis of piezocone data for displacement pile design , 2007 .

[109]  Fernando Schnaid,et al.  Sand characterization by combined centrifuge and laboratory tests , 2005 .

[110]  Rodrigo Salgado,et al.  Cavity Expansion and Penetration Resistance in Sand , 1997 .

[111]  David White,et al.  An investigation into the behaviour of pressed-in piles , 2002 .

[112]  Peter K. Robertson,et al.  Cone-penetration testing in geotechnical practice , 1997 .

[113]  David White,et al.  A general framework for shaft resistance on displacement piles in sand , 2005 .

[114]  John Brand Martin,et al.  Plasticity: Fundamentals and General Results , 1975 .

[115]  R. R. Castello.  Bearing capacity of driven piles in sand , 1979 .

[116]  Jason T. DeJong,et al.  Investigation of particulate-continuum interface mechanisms and their assessment through a multi-friction sleeve penetrometer attachment , 2001 .

[117]  An-Bin Huang,et al.  Cone penetration tests under simulated field conditions , 2005 .

[118]  R. Jardine,et al.  On measuring creep behaviour in granular materials through triaxial testing , 2002 .

[119]  諸戸 靖史,et al.  RELATIVE DENSITY OF PLUVIATED SAND SAMPLES , 1985 .

[120]  F. Tavenas,et al.  Limitations of the Driving Formulas for Predicting the Bearing Capacities of Piles in Sand , 1972 .

[121]  Richard J. Jardine,et al.  Some Recent Developments In Offshore Pile Design , 2007 .

[122]  Hai-Sui Yu,et al.  Cavity Expansion Methods in Geomechanics , 2000 .

[123]  Marie-Agnes Allard.  Soil stress field around driven piles , 1989 .

[124]  M P O'Reilly,et al.  Cyclic loading of soils : from theory to design , 1991 .

[125]  Richard J. Jardine,et al.  Development of Pile Design Methodology For an Offshore Wind Farm In the North Sea , 2012 .

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

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

[128]  Fernando Schnaid,et al.  An assessment of chamber size effects in the calibration of in situ tests in sand , 1991 .

[129]  Jürgen Grabe,et al.  Application of a Coupled Eulerian–Lagrangian approach on geomechanical problems involving large deformations , 2011 .

[130]  Jean Canou,et al.  Behaviour of model piles subjected to cyclic axial loading , 2004 .

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

[132]  M. Bolton.  THE STRENGTH AND DILATANCY OF SANDS , 1986 .

[133]  Bengt H. Fellenius,et al.  Axial load transfer for piles in sand. II. Numerical analysis , 1992 .

[134]  A. Hunter,et al.  Measurements of Pile Load Transfer , 1969 .

[135]  J. D. Murff,et al.  Historical Development And Assessment Of The Current Api Design Methods For Axially Loaded Pipes , 1993 .

[136]  Richard J. Jardine,et al.  Some observations of the effects of time on the capacity of piles driven in sand , 2006 .

[137]  N S Rad,et al.  FACTORS AFFECTING SAND SPECIMEN PREPARATION BY RAINING , 1987 .

[138]  Bramlette McClelland,et al.  Design of deep penetration piles for ocean structures , 1974 .

[139]  John H. Schmertmann,et al.  GUIDELINES FOR CONE PENETRATION TEST. (PERFORMANCE AND DESIGN) , 1978 .

[140]  David White,et al.  Friction fatigue on displacement piles in sand , 2004 .

[141]  Aleksandar Sedmak Vesić,et al.  A study of bearing capacity of deep foundations , 1967 .

[142]  H. Dines.  ‘Soil’ Mechanics , 1944, Nature.

[143]  David White,et al.  A model-scale investigation into 'set-up' of displacement piles in sand , 2006 .

[144]  M. Davisson.  High capacity piles , 1972 .