A Cone Permeameter for determining hydraulic conductivity in
unsaturated soils
Y. Homma, T. Ishida, T. Shimotashiro.
2010. 2nd International Symposium on Cone Penetration Testing, Huntington
Beach, CA, USA. Volume 2&3: Technical Papers, Session 1: Equipment and
Procedures, Paper No. 1-04. Go
CPT in polar snow - equipment and procedures
A.B. McCallum, A. Barwise, R. Santos.
2010. 2nd International Symposium on Cone Penetration Testing, Huntington
Beach, CA, USA. Volume 2&3: Technical Papers, Session 1: Equipment and
Procedures, Paper No. 1-05. Go
Influence of rate of penetration on CPT tip resistance in
standard CPT and in CPTWD (CPT while drilling)
M. Sacchetto, A. Trevisan.
2010. 2nd International Symposium on Cone Penetration Testing, Huntington
Beach, CA, USA. Volume 2&3: Technical Papers, Session 1: Equipment and
Procedures, Paper No. 1-06. Go
Real-time temperature compensation technique on the CPT
using FBG sensor
R.H. Kim, Jung-Suk Lee, S.W. An, K.D. Bae, W.J. Lee.
2010. 2nd International Symposium on Cone Penetration Testing, Huntington
Beach, CA, USA. Volume 2&3: Technical Papers, Session 1: Equipment and
Procedures, Paper No. 1-07. Go
A pilot study of in-hole type CPTu using piezoelectric
bender elements
I.S. Jang, O.S. Kwon, C.K. Chung.
2010. 2nd International Symposium on Cone Penetration Testing, Huntington
Beach, CA, USA. Volume 2&3: Technical Papers, Session 1: Equipment and
Procedures, Paper No. 1-08. Go
Development of an electrical resistivity measure for
geotechnical and geoenvironmental characterization
A.S.P. Peixoto, M.C. Pregnolato, A.C.C.L. Silva, M.T. Yamasaki, F. Conte Jr..
2010. 2nd International Symposium on Cone Penetration Testing, Huntington
Beach, CA, USA. Volume 2&3: Technical Papers, Session 1: Equipment and
Procedures, Paper No. 1-09. Go
Influence factors study of cone loading test in the
centrifuge
H. Ali, Ph. Reiffsteck, L. Thorel, C. Gaudin.
2010. 2nd International Symposium on Cone Penetration Testing, Huntington
Beach, CA, USA. Volume 2&3: Technical Papers, Session 1: Equipment and
Procedures, Paper No. 1-10. Go
A new Hydraulic profiling tool including CPT measurements
Ph. Reiffsteck, B. Dorbani, E. Haza-Rozier, J.-J. Fry.
2010. 2nd International Symposium on Cone Penetration Testing, Huntington
Beach, CA, USA. Volume 2&3: Technical Papers, Session 1: Equipment and
Procedures, Paper No. 1-11. Go
Field application of continuous intrusion miniature CPT
system in South Korea
S. Yoon, M.T. Tumay.
2010. 2nd International Symposium on Cone Penetration Testing, Huntington
Beach, CA, USA. Volume 2&3: Technical Papers, Session 1: Equipment and
Procedures, Paper No. 1-12. Go
Experience with lightweight pushing equipment and CPT in
Lithuania
S. Anilionis.
2010. 2nd International Symposium on Cone Penetration Testing, Huntington
Beach, CA, USA. Volume 2&3: Technical Papers, Session 1: Equipment and
Procedures, Paper No. 1-13. Go
The applicability of soil density measurements using a
resistivity probe
J. Dijkstra, W. Broere.
2010. 2nd International Symposium on Cone Penetration Testing, Huntington
Beach, CA, USA. Volume 2&3: Technical Papers, Session 1: Equipment and
Procedures, Paper No. 1-14. Go
Field experience of the piezoball in soft clay
C. Colreavy, C.D. O’Loughlin, M. Long, N. Boylan, D. Ward.
2010. 2nd International Symposium on Cone Penetration Testing, Huntington
Beach, CA, USA. Volume 2&3: Technical Papers, Session 1: Equipment and Procedures,
Paper No. 1-15. Go
A combined up the hole Drilling/CPT equipment for near-shore
site investigation
N. Perez Garcia, M.J. Devincenzi.
2010. 2nd International Symposium on Cone Penetration Testing, Huntington
Beach, CA, USA. Volume 2&3: Technical Papers, Session 1: Equipment and
Procedures, Paper No. 1-16. Go
CPT for soft sediments and deepwater investigations
R. Boggess, Peter K. Robertson.
2010. 2nd International Symposium on Cone Penetration Testing, Huntington
Beach, CA, USA. Volume 2&3: Technical Papers, Session 1: Equipment and
Procedures, Paper No. 1-17. Go
Application of piezocone to evaluate consolidation and
permeability properties of Taihu lacustrine clay deposits
G.J. Cai, S.Y. Liu, L.Y. Tong, G.Y. Du, A.J. Puppala.
2010. 2nd International Symposium on Cone Penetration Testing, Huntington
Beach, CA, USA. Volume 2&3: Technical Papers, Session 2: Interpretation,
Paper No. 1. Go
CPT data in relation to a general model for the undrained
behaviour of homogeneous Swedish clays
R. Larsson, H. Ahnberg, H. Lofroth.
2010. 2nd International Symposium on Cone Penetration Testing, Huntington Beach,
CA, USA. Volume 2&3: Technical Papers, Session 2: Interpretation, Paper No.
2. Go
Penetration rate effects on cone resistance measured in a
calibration chamber
K. Kim, M. Prezzi, R. Salgado, W.J. Lee.
2010. 2nd International Symposium on Cone Penetration Testing, Huntington
Beach, CA, USA. Volume 2&3: Technical Papers, Session 2: Interpretation,
Paper No. 3. Go
Correlations between CPT and PMT at a Dynamic Compaction
Project
B. Hamidi, H. Nikraz, S. Varaksin.
2010. 2nd International Symposium on Cone Penetration Testing, Huntington
Beach, CA, USA. Volume 2&3: Technical Papers, Session 2: Interpretation,
Paper No. 4. Go
Soil unit weight estimation from CPTs
P.W. Mayne, J. Peuchen, D. Bouwmeester.
2010. 2nd International Symposium on Cone Penetration Testing, Huntington Beach,
CA, USA. Volume 2&3: Technical Papers, Session 2: Interpretation, Paper No.
5. Go
Spatial characterization of Vs at Amherst NGES site from
SCPT using Bayesian kriging
M. Uzielli, J. Facciorusso, P.W. Mayne.
2010. 2nd International Symposium on Cone Penetration Testing, Huntington
Beach, CA, USA. Volume 2&3: Technical Papers, Session 2: Interpretation,
Paper No. 6. Go
Basic soil properties from CPT in Bangkok clay for highway
design
J. Sunitsakul, A. Sawatparnich, S. Apimeteetamrong.
2010. 2nd International Symposium on Cone Penetration Testing, Huntington
Beach, CA, USA. Volume 2&3: Technical Papers, Session 2: Interpretation,
Paper No. 7. Go
Cone resistance profiles for laboratory tests in sand
M. Senders.
2010. 2nd International Symposium on Cone Penetration Testing, Huntington
Beach, CA, USA. Volume 2&3: Technical Papers, Session 2: Interpretation,
Paper No. 8. Go
TCPT in permafrost: penetrometer - soil thermophysical
interaction
O.N. Isaev, I.B. Ryzhkov.
2010. 2nd International Symposium on Cone Penetration Testing, Huntington
Beach, CA, USA. Volume 2&3: Technical Papers, Session 2: Interpretation, Paper
No. 9. Go
Evaluation of cementation effect of sand using cone
resistance
M.J. Lee, Y.M. Choi, M.T. Kim, W.J. Lee.
2010. 2nd International Symposium on Cone Penetration Testing, Huntington
Beach, CA, USA. Volume 2&3: Technical Papers, Session 2: Interpretation,
Paper No. 10. Go
Virtual Calibration Chamber CPT on Ticino sand
J. Butlanska, M. Arroyo, A. Gens.
2010. 2nd International Symposium on Cone Penetration Testing, Huntington
Beach, CA, USA. Volume 2&3: Technical Papers, Session 2: Interpretation,
Paper No. 11. Go
Evaluation of undrained shear strength of soft New Orleans
clay using piezocone
L. Wei, R. Pant, M.T. Tumay.
2010. 2nd International Symposium on Cone Penetration Testing, Huntington
Beach, CA, USA. Volume 2&3: Technical Papers, Session 2: Interpretation,
Paper No. 12. Go
CPT-SPT correlations for calcareous sand in the Persian Gulf
area
T.M. Elkateb, H. Ali.
2010. 2nd International Symposium on Cone Penetration Testing, Huntington
Beach, CA, USA. Volume 2&3: Technical Papers, Session 2: Interpretation,
Paper No. 13. Go
K0 determination of Sand Using CPT Calibration Chamber
M.M. Ahmadi, P. Karambakhsh.
2010. 2nd International Symposium on Cone Penetration Testing, Huntington Beach,
CA, USA. Volume 2&3: Technical Papers, Session 2: Interpretation, Paper No.
14. Go
Experimental estimation of distribution of excess pore
pressure by cone penetration
T.G. Ha, J.Y. Kim, C.K. Chung.
2010. 2nd International Symposium on Cone Penetration Testing, Huntington
Beach, CA, USA. Volume 2&3: Technical Papers, Session 2: Interpretation,
Paper No. 15. Go
Interpretation of CPTU and SDMT in organic, Irish soils
A. Bihs, M. Long, D. Marchetti, D. Ward.
2010. 2nd International Symposium on Cone Penetration Testing, Huntington
Beach, CA, USA. Volume 2&3: Technical Papers, Session 2: Interpretation,
Paper No. 16. Go
Influence of the stress conditions on the piezocone shear
strength – results from a model test study
H. Lofroth.
2010. 2nd International Symposium on Cone Penetration Testing, Huntington
Beach, CA, USA. Volume 2&3: Technical Papers, Session 2: Interpretation,
Paper No. 17. Go
Correlation between CPT and SPT in Adapazari, Turkey
O. Kara, Z. Gunduz.
2010. 2nd International Symposium on Cone Penetration Testing, Huntington
Beach, CA, USA. Volume 2&3: Technical Papers, Session 2: Interpretation, Paper
No. 18. Go
Hillslope-scale soil moisture estimation with a
physically-based ecohydrology model and L-band microwave remote sensing
observations from space
A.N. Flores.
2009. PhD Thesis, Massachusetts Institute of Technology, Department of Civil
and Environmental Engineering. Go
In situ soil testing for foundation performance prediction
Y. Zhao.
2008. PhD Thesis, University of Cambridge, Magdalene College. Go
Soil and Rock Logging, Classification, and Presentation
Manual
M.W. Gui, K. Soga, M.D. Bolton, J.P. Hamelin.
2007. California Department of Transportation, Caltrans. Go
A Synthesis of Highway Practice
2007. NCHRP Synthesis 368, National Cooperative Highway Research Program. Cone
Penetration Testing. Transportation Research Board of the National Academies.
Washington D.C. Available from TRB. Go
Geotechnical Manual
W.R. Cox.
2006. Texas Department of Transportation. Go
Interpretation of Signals from an Acoustic Cone Penetrometer
G.T. Houlsby, B.M. Ruck.
1998. Geotechnical Site Characterization, Robertson and Mayne (eds), Balkema,
Rotterdam. Go
Interpretation of Signals from an Acoustic Cone Penetrometer
G.T. Houlsby, B.M. Ruck.
1998. Geotechnical Site Characterization, Robertson and Mayne (eds), Balkema,
Rotterdam. Go
Geometry and scale effects in CPT and pile design
M.W. Gui, M.D. Bolton.
1998. Geotechnical Site Characterization, Robertson & Mayne. Balkema,
Rotterdam. Go
Advanced interpretation of field tests
G.T. Houlsby.
1998. Geotechnical Site Characterization, Robertson and Mayne, Balkema,
Rotterdam. Go
Penetrometers for Soil Permeability and Chemical Detection
S.E. Burns, P.W. Mayne.
1998. Geosystems Engineering Group, School of Civil and Environmental
Engineering, Georgia Institute of Technology, Atlanta, Geoergia. National
Science Foundation Virginia and U.S. Army Research Office North Carolina. Go
Lateral Stress Effects on CPT Liquefaction Resistance
Correlations.
R. Salgado, Ross W. Boulanger, Dr. James K. Mitchell.
1997. Journal of Geotechnical and Geoenvironmental Engineering, ASCE, 123(8),
726-735.. Go
Interpretation of Large-Strain Crosshole Tests.
R. Salgado, V.P. Drnevich, A. Ashmawy, W.P. Grant, P. Vallenas.
1997. Journal of Geotechnical and Geoenvironmental Engineering, ASCE, 123(4),
382-388. . Go
Cavity expansion and Penetration Resistance in Sand
R. Salgado, J.K. Mitchell, M. Jamiolkowski.
1997. Journal of Geotechnical and Geoenvironmental Engineering. Go
Interpretation of Large-Strain Seismic Cross-Hole Tests
R. Salgado, V.P. Drnevich, A. Ashmawy, W.P. Grant, P. Vallenas.
1997. Journal of Geotechnical and Geoenvironmental Engineering, ASCE, 123(4),
April, 382-388. Go
A Study of the Effect of Length to Diameter Ratio on the
Results of Pressuremeter Tests
M. Yao.
1996. MSc Thesis, University of Oxford, Wolfson College. Go
Scaled memory model for cyclic behavior of soils
J.P. Bardet.
1995. Journal of Geotechnical Engineering, Vol.121, No.11. ASCE. Go
A Large Strain Analytical Solution for Contraction
in Dilatant Soils
H.S. Yu, G.T. Houlsby.
1995. International Journal for Numerical and Analytical Methods in
Geomechanics, Vol. 19, 793-811. John Wiley & Sons Ltd. Go
Manual on Subsurface Investigation
P.W. Mayne, B.R. Christopher, J. DeJong.
2001. Geotechnical Site Characterization, National Highway Institute, Publication
no. FHWA NH-01-031, Federal Highway Administration, Washington, DC. Go
Multistation Methods for Geotechnical Characterization using
Surface Waves
S. Foti.
2000. PhD Thesis, Department of Geotechnical Engineering, Politecnico di
Torino. Go
Soil profile interpreted from CPTu data
B.H. Fellenius, A. Eslami.
2000. “Year 2000 Geotechnics” Geotechnical Engineering Conference, Asian
Institute of Technology, Bangkok, Thailand, November 27 - 30, 18 p. Go
Geotechnical Risk and Inadequate Site Investigations. A Case
Study
M.B. Jaksa.
2000. Go
Enhanced Geotechnical Site Characterization by Seismic
Piezocone Penetration Tests
P.W. Mayne.
2000. Invited Lecture, 4th International Geotechnical Conference, Cairo
University. Go
The Effects of Vibration on the Penetration Resistance and
Pore Water Pressure in Sands
J.A. Bonita.
2000. PhD Thesis, Virginia Polytechnic Institute and State University. Go
Geotechnical Risk and Inadequate site investigations: A Case
Study
M.B. Jaksa.
2000. Geomechanics, Vol. 35 No. 2. Go
Detection of shear zones in a natural clay slope using the
cone penetration test and continuous dynamic sampling
M. Mahmoud, D. Woeller, Peter K. Robertson.
2000. Canadian Geotechnical Journal. NRC Canada. Available by Prof. P.
Robertson's website. Go
In Situ Tests and the Pre-failure Deformation Bahaviour of
Soils
G.T. Houlsby.
1999. Invited Report, Proceedings of the 2nd International Symposium, on
Pre-Failure Deformation Characteristics of Geomaterials, Torino, 26-29
September, Balkema. Go
Technical Note: Centrifuge cone penetration Tests in sand
M.D. Bolton, M.W. Gui, J. Garnier, J.F. Corte, G. Bagge, J. Laue, R. Renzi.
1999. Geotechnique 49, No.4, 543-552. Go
Calibration Chamber size effects on Penetration Resistance
in Sand
R. Salgado, J.K. Mitchell, M. Jamiolkowski.
1998. Journal of Geotechnical and Geoenvironmental Engineering, ASCE, Vol. 124
(9), 878-888. Go
Horizontal Cone Penetration Testing
W. Broere, A.F. van Tol.
1998. P.K. Robertson & P.W. Mayne (eds.) Geotechnical Site
Characterization, Atlanta, Georgia, 1998, pp. 989?994. Go
Manual: Interpretation & Use of Piezocone Test Data for
Geotechnical Design
Richard G. Campanella, Research Students.
1998. PART 1, UBC CPTU Course. In-Situ Soil Testing Research Group, Department
of Civil Engineering, The University of British Columbia, Vancouver, Canada.
Available from Dr. Richard (Dick) Campanella Homepage. Go
Manual: Interpretation & Use of Piezocone Test Data for
Geotechnical Design
Richard G. Campanella, Research Students.
1998. PART 2, UBC CPTU Course. In-Situ Soil Testing Research Group, Department
of Civil Engineering, The University of British Columbia, Vancouver, Canada.
Available from Dr. Richard (Dick) Campanella Homepage. Go
Manual: Interpretation & Use of Piezocone Test Data for
Geotechnical Design
Richard G. Campanella, Research Students.
1998. UBC CPTU Worked Examples. In-Situ Soil Testing Research Group, Department
of Civil Engineering, The University of British Columbia, Vancouver, Canada.
Available from Dr. Richard (Dick) Campanella Homepage. Go
Guideliness for cone penetration tests in sand
M.W. Gui, M.D. Bolton, J. Garnier, J.F. Corte, G. Bagge, J. Laue, R. Renzi.
1998. Centriguge 98, Kimura, Kusakabe & Takemura. Balkema, Rotterdam. Go
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