Evaluation of geotechnical parameters of a lagoonal clay deposit in Jiangsu Lixia River area of China by seismic piezocone tests

[1]  Michael Long,et al.  Relationship between electrical resistivity and basic geotechnical parameters for marine clays , 2012 .

[2]  Guojun Cai,et al.  Field evaluation of deformation characteristics of a lacustrine clay deposit using seismic piezocone tests , 2010 .

[3]  Songyu Liu,et al.  Approach on the Engineering Properties of Lianyungang Marine Clay from Piezocone Penetration Tests , 2008 .

[4]  Paolo Simonini,et al.  Applicability of piezocone and dilatometer to characterize the soils of the Venice Lagoon , 2002 .

[5]  Serge Leroueil,et al.  Evaluation of preconsolidation pressure and the overconsolidation ratio from piezocone tests of clay deposits in Quebec , 2002 .

[6]  James K. Mitchell,et al.  Analysis of Cone Resistance: Review of Methods , 1998 .

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

[8]  Paul W. Mayne,et al.  Statistical relationships between piezocone measurements and stress history of clays , 1996 .

[9]  Derek Elsworth,et al.  Analysis of piezocone dissipation data using dislocation methods , 1993 .

[10]  G. T. Houlsby,et al.  Analytical study of the cone penetration test in clay , 1991 .

[11]  Paul W. Mayne,et al.  DETERMINATION OF OCR IN CLAYS BY PIEZOCONE TESTS USING CAVITY EXPANSI0N AND CRITICAL STATE C0NCEPTS , 1991 .

[12]  M. F. Chang Interpretation of overconsolidation ratio from in situ tests in Recent clay deposits in Singapore and Malaysia: Reply , 1991 .

[13]  Cee-Ing Teh,et al.  An analytical study of the cone penetration test , 1991 .

[14]  Mike Jefferies,et al.  Soil classification by the cone penetration test, Discussion , 1991 .

[15]  Fred H. Kulhawy,et al.  Manual on estimating soil properties for foundation design , 1990 .

[16]  D. Elsworth Theory of Partially Drained Piezometer Insertion , 1990 .

[17]  P. Robertson Soil classification using the cone penetration test , 1990 .

[18]  A. Lutenegger,et al.  PIEZOPROBE DETERMINED COEFFICIENT OF CONSOLIDATION , 1987 .

[19]  J. Konrad,et al.  Preconsolidation pressure from piezocone tests in marine clays , 1987 .

[20]  M. M. Baligh,et al.  CONSOLIDATION AFTER UNDRAINED PIEZOCONE PENETRATION. I: PREDICTION , 1986 .

[21]  C. P. Wroth,et al.  The interpretation of in situ soil tests , 1984 .

[22]  M. Tremblay,et al.  Development of pore pressures in quasi-static penetration tests in sensitive clay , 1982 .

[23]  John E. Garlanger,et al.  The Piezometer Probe , 1975 .

[24]  A. Skempton THE PORE-PRESSURE COEFFICIENTS A AND B , 1954 .

[25]  Konrad Undrained shear strength from piezocone tests , 2019 .

[26]  Paul W. Mayne,et al.  Stress-strain-strength-flow parameters from enhanced in-situ tests , 2001 .

[27]  Paolo Simonini,et al.  On the use of the piezocone to predict the maximum stiffness of Venetian soils , 2000 .

[28]  Robert Heim,et al.  Strength of Soft Swiss Lacustrine Clay: Cone Penetration and Triaxial Test Data , 1999 .

[29]  R. Campanella,et al.  Field Methods for Dynamic Geotechnical Testing: An Overview of Capabilities and Needs , 1994 .

[30]  Norges tekniske høgskole,et al.  Strength and deformation properties of fine grained soils obtained from piezocone tests , 1990 .

[31]  Nilmar Janbu,et al.  EVALUATION OF SOIL PARAMETERS FROM PIEZOCONE TESTS , 1989 .

[32]  Paul W. Mayne,et al.  Determining OCR in Clays from Laboratory Strength , 1988 .

[33]  P. Rochelle,et al.  Piezocone tests in sensitive clays of eastern Canada , 1988 .

[34]  T. Lunne,et al.  Use of in situ tests in North Sea soil investigations , 1987 .

[35]  James K. Mitchell,et al.  Strength of Fine-Grained Soils Using the Piezocone , 1986 .

[36]  Peter K. Robertson,et al.  Use of Piezometer Cone Data , 1986 .

[37]  Peter K. Robertson,et al.  Seismic Cone Penetration Test , 1986 .

[38]  John V. Farr,et al.  Site Characterization Using the Cone Penetrometer Test , 1986 .

[39]  N Janbu,et al.  Shear Strength Parameters Obtained from Static Cone Penetration Tests , 1985 .

[40]  T Lunne,et al.  PENETRATION TESTS IN TWO NORWEGIAN CLAYS , 1982 .

[41]  James K. Mitchell,et al.  In Situ Measurement of Volume Change Characteristics , 1975 .