Experimental study of cone penetration in silica sand using digital image correlation

The problem of cone penetration, particularly deep penetration, remains one of the most challenging in geotechnical engineering. It involves large displacements, rotations and deformation of soil e...

[1]  Lech Bałachowski,et al.  Scale effect in shaft friction due to the localisation of deformations , 1998 .

[2]  Conleth O'Loughlin,et al.  Nonlinear Cone Penetration Test-Based Method for Predicting Footing Settlements on Sand , 2010 .

[3]  John H. Schmertmann,et al.  Static Cone to Compute Static Settlement over Sand , 1970 .

[4]  Ian Guymer,et al.  Physical modelling of pile penetration in clay using transparent soil and particle image velocimetry , 2010 .

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

[6]  Rodrigo Salgado,et al.  Liquefaction Resistance of Clean and Nonplastic Silty Sands Based on Cone Penetration Resistance , 2003 .

[7]  T. Fukagawa Characterization of deformation process of CPT using X-ray TV imaging technique , 2003 .

[8]  C. Pater,et al.  Method for measuring the deformations of a sand surface , 1986 .

[9]  Jinyuan Liu,et al.  Optical measurement of deformation using transparent silica gel to model sand , 2002 .

[10]  Anand Asundi,et al.  Two-dimensional digital image correlation for in-plane displacement and strain measurement: a review , 2009 .

[11]  E I Robinsky,et al.  Effect of Shape and Volume on the Capacity of Model Piles in Sand , 1964 .

[12]  R C Gupta CALIBRATION CHAMBER SIZE EFFECTS ON PENETRATION RESISTANCE IN SAND. DISCUSSION AND CLOSURE , 2001 .

[13]  Rodrigo Salgado,et al.  DETERMINATION OF PILE BASE RESISTANCE IN SANDS , 1999 .

[14]  Rodrigo Salgado,et al.  Analysis of the shaft resistance of non-displacement piles in sand , 2008 .

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

[16]  Giulia M.B. Viggiani,et al.  Soil deformation around a penetrating cone in silt , 2013 .

[17]  Rodrigo Salgado,et al.  Strain Influence Diagrams for Settlement Estimation of Both Isolated and Multiple Footings in Sand , 2008 .

[18]  H.G.B. Allersma,et al.  Optical analysis of stress and strain in photoelastic particle assemblies , 1987 .

[19]  Rodrigo Salgado,et al.  Resistance Factors for Use in Load and Resistance Factor Design of Driven Pipe Piles in Sands , 2009 .

[20]  Rodrigo Salgado,et al.  Resistance Factors for Use in Shallow Foundation LRFD , 2006 .

[21]  大谷 順,et al.  EVALUATION OF PARTICLE CRUSHING IN SOILS USING X-RAY CT DATA , 2005 .

[22]  Paul W. Mayne,et al.  Approximate Displacement Influence Factors for Elastic Shallow Foundations , 1999 .

[23]  H. Bolton Seed,et al.  Use of SPT and CPT Tests for Evaluating the Liquefaction Resistance of Sands , 1986 .

[24]  Hubert W. Schreier,et al.  Image Correlation for Shape, Motion and Deformation Measurements: Basic Concepts,Theory and Applications , 2009 .

[25]  Janne Heikkilä,et al.  A four-step camera calibration procedure with implicit image correction , 1997, Proceedings of IEEE Computer Society Conference on Computer Vision and Pattern Recognition.

[26]  Rodrigo Salgado,et al.  Estimation of footing settlement in sand , 2002 .

[27]  J. Kérisel,et al.  FIELD TESTS OF PILES IN SAND , 1972 .

[28]  Timothy D. Stark,et al.  Liquefaction Resistance Using CPT and Field Case Histories , 1995 .

[29]  Bolton,et al.  Geometry and scale effects in CPT and pile design , 1998 .

[30]  J. Santamarina,et al.  Closure of "Particle Shape Effects on Packing Density, Stiffness, and Strength: Natural and Crushed Sands" , 2006 .

[31]  Ross W. Boulanger,et al.  Lateral Stress Effects on CPT Liquefaction Resistance Correlations , 1997 .

[32]  Barry Lehane,et al.  Cone penetration test (CPT) methods for end-bearing assessment of open-and closed-ended driven piles in siliceous sand , 2008 .

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

[34]  Rodrigo Salgado,et al.  Bearing capacity of circular footings under surcharge using state-dependent finite element analysis , 2005 .

[35]  B. Hardin,et al.  Crushing of Soil Particles , 1985 .

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

[37]  J. Otani,et al.  Xray CT for Geomaterials: Soils, Concrete, Rocks International Workshop on Xray CT for Geomaterials, Kumamoto, Japan , 2004 .

[38]  Rodrigo Salgado,et al.  Computation of Cavity Expansion Pressure and Penetration Resistance in Sands , 2007 .

[39]  Weiwei Liu Axisymmetric centrifuge modelling of deep penetration in sand , 2010 .

[40]  Rodrigo Salgado,et al.  Estimation of Load Capacity of Pipe Piles in Sand Based on Cone Penetration Test Results , 2003 .

[41]  Paul W. Mayne,et al.  Cone Penetration Test Based Direct Methods for Evaluating Static Axial Capacity of Single Piles , 2013, Geotechnical and Geological Engineering.

[42]  Monica Prezzi,et al.  Assessment of the Axial Load Response of an H Pile Driven in Multilayered Soil , 2009 .

[43]  Michele Jamiolkowski,et al.  A critical appraisal of calibration chamber testing on sands , 1991 .

[44]  P. Robertson,et al.  Evaluating cyclic liquefaction potential using the cone penetration test , 1998 .

[45]  R. Butterfield,et al.  A Stero-Photogrammetric Method for Measuring Displacement Fields , 1970 .

[46]  Barry Lehane,et al.  Displacement fields induced by penetrometer installation in an artificial soil , 2004 .

[47]  Ross W. Boulanger,et al.  Semi-empirical procedures for evaluating liquefaction potential during earthquakes , 2006 .

[48]  Mark Randolph,et al.  Analysis of Cavity Expansion in Sand , 2001 .

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

[50]  W. A. Take,et al.  Soil deformation measurement using particle image velocimetry (PIV) and photogrammetry , 2003 .

[51]  Gioacchino Viggiani,et al.  Experimental micromechanics: grain-scale observation of sand deformation , 2012 .

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