Professor Marchetti runs a very interesting website from which you may download
for free papers regarding the in-situ Flat Dilatometer.
The Proceedings of the 10th International Symposium on Deformation Measurements
are available for download and print in this page.
C.R.I. Clayton, M.C. Matthews and N.E. Simons, (2005). Site Investigation.
Department of Civil Engineering, University of Surrey
Mark Jaksa, (2000). Geotechnical Risk and Inadequate site investigations: A Case
Study. Geomechanics, Vol. 35 No. 2.
Papers of the Time Domain Reflectometry (TDR) Symposium 2001. This site contains
copies of selected papers from the 1994 Symposium and in September will contain
the Proceedings of the 2001 Symposium. Press "2001 Symposium" to see the papers.
Also coming will be links to active sites where structural response can be observed.
The above link is for the papers of the 2001 Symposium, however if you search the
site you may find more references. Special thanks to Professor C. Dowding for his
contribution.
Papers in Autonomous Crack Monitoring. This site contains copies of selected papers
on this new approach to control and monitoring of construction vibrations as well as
access to operational sites where readers can observe actual day to day response of
cracks. We are thankful to Professor C. Dowding for this contribution.
Professor P.W. Mayne maintains a very interesting collection of downloadable papers
on in-situ testing, particularly on CPT, CPTu, SCPTu, and DMT.
Guideline for use of hand held shear vane for compaction control. A 5-page manual
published by the New Zealand Geotechnical Society.
2002 National Highway Institute Manual on Subsurface Investigations. 24MB PDF file.
Thanks to Professor P.W. Mayne for suggesting the link.
Uzielli, M. (2004), "Variability of stress-normalized CPT measurements and application
to seismic liquefaction initiation assessment", PhD dissertation at the University of
Florence, Italy.
Zekkos, D.P., Bray, J.D., Der Kiureghian, A. (2004), “Reliability of shallow foundation
design using the standard penetration test”, 2nd International Conference on Site
Characterization Proceedings, 19-22/9/2004, Porto, Portugal, Vol.2, pp. 1575-1582.
html+pdf online version or pdf version
Michael G. Jefferies & Michael P. Davies (1993). CPTU to Estimate Equivalent N60 -
Jeffries & Davies, ASTM Journal. The American Society for Testing and Materials.
Available by Prof. P. Robertson's website.
Mahmoud Mahmoud, David Woeller & Peter K. Robertson (2000). Detection of shear
zones in a natural clay slope using the cone penetration test and continuous dynamic
sampling, Canadian GJ. NRC Canada. Available by Prof. P. Robertson's website.
P.K. Robertson & R.G. Campanella (1983). Interpretation of Cone Penetration Tests.
Canadian Geotechnical Journal. Available by Prof. P. Robertson's website.
P.W. Mayne & D.A. Brown (2002). Site Characterization of Piedmont residuum of
North America. Georgia Institute of Technology, Atlanta, Georgia & Auburn University,
Auburn, Alabama, USA. Available by Prof. P. Robertson's website.
P.K. Robertson, M.ASCE, R.G. Campanella, M.ASCE, D. Gillespie & A. Rice (1986).
Seismic CPT to Measure In-Situ Shear Wave Velocity. ASCE. Available by Prof. P.
Robertson's website.
P.K. Robertson (1989). Soil Classification using the Cone Penetration Test. Canadian
GJ. University of Alberta, Canada. Available by Prof. P. Robertson's website.
P.K. Robertson, R.G. Campanella, M. ASCE & A. Wightman (1983). SPT-CPT
Correlations. ASCE Journal. Available by Prof. P. Robertson's website.
P.J. Sabatani, R.C. Bachus, P.W. Mayne, J.A. Schneider, T.E. Zettler, (2002).
Geotechnical Engineering Circular No.5. Evaluation of Soils and Rock Properties.
Technical Report FHWA-IF-02-034. U.S. Department of Transportation.
Geotechnical Manual. Available by Texas Department of Transportation, (2006).
Manual for Preparation of Geotechnical Reports. Country of Los Angeles. Department
of Public Works. Geotechnical and Materials. Engineering Division, 2006.
M.G. Jefferies & M.P. Davies (1990). Soil Classification by the cone penetration test -
Discussion. Canadian GJ. Klohn Leonoff Ltd. Canada. Available by Prof. P. Robertson's
website.
Paul W. Mayne, (2001). Stress-strain-stregth-flow parameters from enhanced in-situ
tests. Proceedings, International Conference on In-Situ Measurements of Soil
Properties & Case Histories, Bali, Indonesia.
J.S. Goldsworthy, M.B. Jaksa, W.S. Kaggwa, G.A. Fenton, D.V. Griffiths, H.G. Poulos,
(2004). Cost of Foundation Failures due to Limited site Investigations. International
Journal on Structural and Foundation Failures, Singapore.
Engineering Manual EM 1110-1-1906, (1996). Engineering and Design - Soil Sampling.
U.S.Army engineer manual.
Schnaid F & Houlsby G.T., (1991). An assessment of chamber size effects in the
calibration of in situ tests in sand. Geotechnique 41, No.3, 437-445.
Murad Y. Abu-Farsakh, Khalid Alshibli, Munir Nazzal and Ekrem Seyman, (2001).
Assessment of In-Situ Test Technology for Construction Control of base courses and
embankments. Technical Report FHWA/LA.04/385. Louisiana Transportation Research
Center, U.S. Department of Transportation, Federal Highway Administartion.
Engineer Manual (EM 1110-1-1804). Engineering and Design Geotechnical
Investigations. Available by the US Army Corps of Engineers, (2001). Washington.
M.W. Gui, M. ASCE. K. Soga, M.D. Bolton and J.P. Hamelin, (2002). Instrumented
Borehole drilling for subsurface Investigation. Journal of Geotechnical and
Geoenvironmental engineering Vol.128, No.4.
California Department of Transportation, Caltrans, Soil and Rock Logging,
Classification, and Presentation Manual, June 2007.
D.J. White, (2003). Field measurements of CPT and pile base resistance in sand.
Research Fellow, St John's College, University of Cambridge.
G.T. Houlsby and R. Hitchman, (1988). Calibration chamber tests of a cone
penetrometer in sand. Geotechnique 38, No.1, 39-44.
Thomas Nilsson, Renato Cunha, (2003). Advantages and equations for pile design in
Brazil via DPL tests. 2nd International Conference on Geotechnical Site
Characterization, Porto, Portugal.
M.W. Gui, M.D. Bolton, J. Garnier, J.F. Corte, G. Bagge, J. Laue, R. Renzi, (1998).
Guideliness for cone penetration tests in sand. Centriguge 98, Kimura, Kusakabe &
Takemura. Balkema, Rotterdam.
NCHRP Synthesis 368, (2007). National Cooperative Highway Research Program.
Cone Penetration Testing. A Synthesis of Highway Practice. Transportation Research
Board of the National Academies. Washington D.C. Available from TRB.
G.T. Houlsby, (1989). Introduction to Papers 14-19. Penetration Testing in the UK.
Thomas Telford, London. Invited Report, Session 3, Proceedings of the
Geotechnology Conference on Penetration Testing in the U.K., Birmingham.
G.T. Houlsby, H.S. Yu, (1990). [20] Finite element analysis of the cone-pressuremeter
test. Pressuremeters, Thomas Telford Limited, London. Proceedings of the 3rd
International Symposium on Pressuremeters, ISP3, Oxford.
G.T. Houlsby, (1990). Analysis of cone penetrometer and pressuremeter tests. 2nd
European Specialty Conference on Numerical Methods in Geotechnical Engineering,
Santander.
C. Sagaseta, G.T. Houlsby, (1992). Stresses near the shoulder of a cone
penetrometer in clay. Proceedings of the 3rd International Conference on
Computational Plasticity Fundamentals and Applications, Barcelona.
G.T. Houlsby, B.M. Ruck, (1998). Interpretation of Signals from an Acoustic Cone
Penetrometer. Geotechnical Site Characterization, Robertson and Mayne (eds),
Balkema, Rotterdam.
M.W. Gui, M.D. Bolton, (1998). Geometry and scale effects in CPT and pile design.
Geotechnical Site Characterization, Robertson & Mayne. Balkema, Rotterdam.
G.T. Houlsby, (1998). Advanced interpretation of field tests. Geotechnical Site
Characterization, Robertson and Mayne, Balkema, Rotterdam.
Mark Jaksa, (1999). Geotechnical Risk and Inadequate Site Investigations. A Case
Study. Seminar on Ground Engineering Risk, Australian Geomechanics.
M.B. Jaksa, W.S. Kaggwa, G.A. Fenton, H.G. Poulos, (2003). A Framework for
quantifying the reliability of Geotechnical Investigations. Applications of Statistics and
Probability in Civil Engineering. Der Kiureghian, Madanat & Pestana, Millpress,
Rotterdam.
C.R.I. Clayton, M.C. Matthews and N.E. Simons, (1995). Site Investigation. Second
Edition. Blackwell Science, Oxford.
Soil Conservation Service, Engineering Division. Preparation and Shipment of
Undisturbed Core Soil Samples, 1973. United States Department of Agriculture.
Washington D.C.
J.S. Goldsworthy, M.B. Jaksa, G.A. Fenton, W.S. Kaggwa, D.V. Griffiths, H.G. Poulos, Y.
L. Kuo, (2004). Influence of Site Investigations on the Design of Pad Footings.
Proceedings, 9th Australia New Zealand Conference on Geomechanics, Auckland.
Paul W. Mayne, (2000). Enhanced Geotechnical Site Characterization by Seismic
Piezocone Penetration Tests. Invited Lecture, 4th International Geotechnical
Conference, Cairo University.
Requirements for Geotechnical Investigation and Pavement Investigation (Field,
Laboratory and Engineering), 1997. Department of Transportation, Exhibit "C",
Indiana.
Paul W. Mayne, Jay A. Auxt, James K. Mitchell, Recep Yilmaz, (1995). U.S. National
Report on CPT. Proceedings, International Symposium on Cone Penetration Testing,
Vol. 1, Swedish Geotechnical Society, Report 3:95, Linkoping.
Technical Letter No. ETL 1110-1-138, (1988). Engineering and Design. Standard
Penetration Test. Department of the Army. U.S. Army Corps of Engineers, Washington
D.C.
Barry Shiyo Chen, Paul W. Mayne, (1994). Profiling the Overconsolidation Ratio of
Clays by Piezocone Tests. National Science Foundation Geomechanical and
Geoenvironmental Program. Report No. GIT-CEEGEO-94-1. Georgia Tech Research
Corporation. Georgia Institute of Technology, School of Civil and Environmental
Engineering, Atlanta, Georgia.
Zedi Mesheck Nyirenda, (1989). The Piezocone in Lightly overconsolidated Clay. PhD
Thesis, University of Oxford.
Murad Y. Abu-Farsakh, (2004). Technical Report (FHWA/LA.03/386). Evaluation of
consolidation characteristics of cohesive soils from piezocone penetration tests.
Louisiana Transportation Research Center, U.S. Department of Transportation,
Federal Highway Administration.
Cee-Ing Teh, (1987). An analytical study of the cone penetration test. PhD Thesis,
University of Oxford.
John Anthony Bonita, (2000). The Effects of Vibration on the Penetration Resistance
and Pore Water Pressure in Sands. PhD Thesis, Virginia Polytechnic Institute and
State University.
R.E. May, (1987). A study of the piezocone Penetrometer in normally consolidated
clay. PhD Thesis, Exeter College.
M.D. Bolton, M.W. Gui, J. Garnier, J.F. Corte, G. Bagge, J. Laue, R. Renzi, (1999).
Technical Note: Centrifuge cone penetration Tests in sand. Geotechnique 49, No.4,
543-552.
Susan E. Burns, Paul W. Mayne, (1998). Penetrometers for Soil Permeability and
Chemical Detection. 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.
G.T. Houlsby, A.A. Wheeler, J. Norbury, (1985). Analysis of undrained cone
penetration as a steady flow problem. 5th International Conference on Numerical
Methods in Geomechanics, Nagoya.
G.T. Houlsby, C.I. Teh, (1988). Analysis of the piezocone in clay. Penetration Testing
1988, ISOPT-1, De Ruiter (ed.). Balkema Rotterdam.
C.I. Teh, G.T. Houlsby, (1988). Analysis of the cone penetration test by the strain
path method. Numerical Methods in Geomechanics, Innsbruck. Balkema, Rotterdam.
J. David Rogers, (2006). Subsurface Exploration using the Standard Penetration Test
and the Cone Penetrometer Test. The Geological Society of America. Environmental
and Engineering Geoscience, Vol. XIII, No.2, pp. 161-179.
Soil Mechanics Note No.11, 210-VI, (1984). ENG- The static Cone Penetrometer: The
Equipment and using the Data. United States Department of Agriculture, Soil
Conservation Service, Washington D.C.
R. Phillips, A.J. Valsangkar, (1987). Technical Report No. CUED/D - Soils TR 210. An
Experimental Investigation of Factors affecting Penetration Resistance in Granular
Soils in Centrifuge Modelling. Cambridge University Engineering Department.
M.D. Bolton, M.W. Gui, (1993). Technical Report No. CUED/D-SOILS/TR256. The Study
of Relative Density and Boundary Effects for Cone Penetration Tests in Centrifuge.
Cambridge University Engineering Department.
R. Salgado, J.K. Mitchell, M. Jamiolkowski, (1997). Cavity expansion and Penetration
Resistance in Sand. Journal of Geotechnical and Geoenvironmental Engineering.
R. Salgado, J.K. Mitchell, M. Jamiolkowski, (1998). Calibration Chamber size effects on
Penetration Resistance in Sand. Journal of Geotechnical and Geoenvironmental
Engineering.
Salgado R., Jamiolkowski M. and Mitchell J.K., (1998). Penetration Resistance in
Sands: Analysis and Applications to Liquefaction Potential Assessment and Estimation
of Pile Base Resistance. Rivista Italiana di Geotecnica, September/December XXXII(4),
5-17.
Salgado R. and Randolph M.F., (2001). Analysis of Cavity Expansion in Sand.
International Journal of Geomechanics, 1(2), 175-192.
Salgado R. and Prezzi M., (2006). Computation of Cavity Expansion Pressure and
Cone Resistance in Sand. International Journal of Geomechanics, ASCE.
Salgado R., Mitchell J.K. and Jamiolkowski M., (1998). Calibration Chamber Size Effects
on Penetration Resistance in Sand. Journal of Geotechnical and Geoenvironmental
Engineering, ASCE, Vol. 124 (9), September, 878-888.
Pieter van den Berg, (1994). Analysis of soil penetration. PhD Thesis, Delft University
of Technology, The Netherlands.
Henderikus G.B. Allersma, Wout Broere, (2002). Optical Analysis of Stress around a
Penetrating Probe in Granular Material. Proceedings of the International Conference
on Physical Modelling in Geotechnics 02, pages 149-154.
W. Broere, (2001). Tunnel Face Stability & New CPT Applications. PhD Thesis, Delft
University of Technology, Delft.
W. Broere, A.F. van Tol, (2001). Horizontal Cone Penetration Testing in Sand. P.P.
Rahardjo & T. Lunne (eds.) In Situ Measurements and Case Histories, Bandung,
Indonesia, 2001, pp. 649–654.
W. Broere, A.F. van Tol, (2001). Horizontal cone penetration testing in sand.
Proceedings of the XVth Inernational Conference on Soil Mechanics and Foundation
Engineering, Istanbul, Turkey, 2001, pp. 555-558.
W. Broere, A.F. van Tol, (1998). Horizontal Cone Penetration Testing. P.K. Robertson
& P.W. Mayne (eds.) Geotechnical Site Characterization, Atlanta, Georgia, 1998, pp.
989–994.
Fernando Schnaid, (1990). A Study of the Cone-Pressuremeter Test in Sand. Abstract.
PhD Thesis, University of Oxford, Magdalen College.
Hai-Sui Yu, (1990). Cavity Expansion Theory and its Application to the Analysis of
Pressuremeters. Abstract. PhD Thesis, University of Oxford, St. Anne's College.
Nigel Robert Forbes Nutt, (1993). Development of the Cone Pressuremeter. Abstract.
PhD Thesis, University of Oxford, St. Catherine's College.
Mitsuhiro Yao, (1996). A Study of the Effect of Length to Diameter Ratio on the
Results of Pressuremeter Tests. Abstract. MSc Thesis, University of Oxford, Wolfson
College.
G.T. Houlsby, N.J. Withers, (1988). Analysis of the Cone Pressuremeter Test in Clay.
Geotechnique 38, No.4, pp. 575-587.
C.I. Teh, G.T. Houlsby, (1991). An Analytical Study of the Cone Penetration Test in
Clay. Geotechnique 41, No. 1, pp. 17-34.
H.S. Yu, G.T. Houlsby, (1991). Finite Cavity Expansion in Dilatant Soils: Loading
Analysis. Geotechnique 41, No. 2, pp. 173-183.
F. Schnaid, G.T. Houlsby, (1992). Measurement of the Properties od Sand in a
Calibration Chamber by the Cone Pressuremeter Test. Geotechnique 42, No. 4, pp.
587-601.
G.T. Houlsby, J.P. Carter, (1993). The Effects of Pressuremeter Geometry on the
Results of Test in Clay. Geotechnique 43, No. 4, pp. 567-576.
G.T. Houlsby, F. Schnaid, (1994). Interpretation of Shear Moduli from Cone
Pressuremeter Tests in Sand. Geotechnique 44, No. 1, pp. 147-164.
R.G. Campanella and D.S. Wickremesinghe, (1989). Users' Manual and IBM-PC
Programs. Statistical Evaluation of In-Situ Test Data. Soil Mechanics Series No. 129.
Department of Civil Engineering, The University of British Columbia, Vancouver,
Canada. Available from Dr. Richard (Dick) Campanella Homepage.
R.G. (DICK) Campanella and Research Students, (1998). PART 1, UBC CPTU Course
Manual: Interpretation & Use of Piezocone Test Data for Geotechnical Design. In-Situ
Soil Testing Research Group, Department of Civil Engineering, The University of British
Columbia, Vancouver, Canada. Available from Dr. Richard (Dick) Campanella
Homepage.
R.G. (DICK) Campanella and Research Students, (1998). PART 2, UBC CPTU Course
Manual: Interpretation & Use of Piezocone Test Data for Geotechnical Design. In-Situ
Soil Testing Research Group, Department of Civil Engineering, The University of British
Columbia, Vancouver, Canada. Available from Dr. Richard (Dick) Campanella
Homepage.
R.G. (DICK) Campanella and Research Students, (1998). UBC CPTU Worked Examples
Manual: Interpretation & Use of Piezocone Test Data for Geotechnical Design. In-Situ
Soil Testing Research Group, Department of Civil Engineering, The University of British
Columbia, Vancouver, Canada. Available from Dr. Richard (Dick) Campanella
Homepage.
R.G. Campanella and J.A. Howie, (2004). Practical Applications of the Cone
Penetration Test, a Manual on Interpretation of Seismic Piezocone Test Data for
Geotechnical Design. Geotechnical Research Group, Department of Civil Engineering,
The University of British Columbia, Vancouver, Canada. Available from Dr. Richard
(Dick) Campanella Homepage.
R.G. Campanella and J.A. Howie and Research Students, (2005). Appendix B: Practical
Applications of the Cone Penetration Test, a Manual on Interpretation of Seismic
Piezocone Test Data for Geotechnical Design: Worked Examples Manual. The
Application of Seismic Piezocone Data to Geotechnical Design: Worked Examples.
Department of Civil Engineering, The University of British Columbia, Vancouver,
Canada. Available from Dr. Richard (Dick) Campanella Homepage.
H.S. Yu, G.T. Houlsby, (1995). A Large Strain Analytical Solution for Contraction in
Dilatant Soils. International Journal for Numerical and Analytical Methods in
Geomechanics, Vol. 19, 793-811. John Wiley & Sons Ltd.
G.T. Houlsby, B.G. Clarke, C.P. Wroth, (1986). Analysis of the Unloading of a
Pressuremeter in Sand. Proceedings of the 2nd International Symposium on the
Pressuremeter and its Marine Applications, Texas, ASTM Special Technical Publication
950, pp 245-264.
F. Schnaid, G.T. Houlsby, (1990). Calibration Chamber Tests of the Cone-
Pressuremeter in Sand. Proceedings of the 3rd International Symposium on
Pressuremeters, ISP3, Oxford, pp 263-272. Pressuremeters, Thomas Telford Limited,
London.
N.R.F. Nutt, G.T. Houlsby, (1991). Calibration Tests on the Cone Pressuremeter in
Carbonate Sand. Proceedings of the 1st International Conference on Calibration
Testing, Potsdam, New York, pp 265-276. Elsevier Science Publishing Company Inc.
G.T. Houlsby, N.R.F. Nutt, (1993). Development of the Cone Pressuremeter.
Proceedings of the Wroth Memorial Symposium, Predictive Soil Mechanics, Oxford, pp
359-377. Predictive soil mechanics, Thomas Telford, London.
N.R.F. Nutt, G.T. Houlsby, (1995). Time Dependent Behaviour of Sand from
Pressuremeter Tests. The Pressuremeter and its New Avenues, Ballivy (ed.), Balkema
Rotterdam.
C. Sagaseta, G.T. Houlsby, H.J. Burd, (2003). Quasi-static undrained expansion of a
cylindrical cavity in clay in the presence of shaft friction and anisotropic initial
stresses. Computational Fluid and Solid Mechanics 2003. Elsevier Science Ltd.
Engineer Manual CECW-EG, EM 1110-1-1802, (1995). Engineering and Design:
Geophysical Exploration for Engineering and Environmental Investigations. U.S. Army
Corps of Engineers, Washington D.C.
Mats Svensson, Bjorn Moller, (2001). Varia 508: Geophysics in soil mechanics - in situ
shear moduli determined by SASW-technique and more traditional geotechnical
methods. Swedish Geotechnical Institute, Linkoping.
John A. Scales, Martin L. Smith and Sven Treitel, (2001). Introductory Geophysical
Inverse Theory. Center for Wave Phenomena, Department of Geophysics, Colorado
School of Mines, Golden, Colorado. New England Research. Samizdat Press.
for free papers regarding the in-situ Flat Dilatometer.
The Proceedings of the 10th International Symposium on Deformation Measurements
are available for download and print in this page.
C.R.I. Clayton, M.C. Matthews and N.E. Simons, (2005). Site Investigation.
Department of Civil Engineering, University of Surrey
Mark Jaksa, (2000). Geotechnical Risk and Inadequate site investigations: A Case
Study. Geomechanics, Vol. 35 No. 2.
Papers of the Time Domain Reflectometry (TDR) Symposium 2001. This site contains
copies of selected papers from the 1994 Symposium and in September will contain
the Proceedings of the 2001 Symposium. Press "2001 Symposium" to see the papers.
Also coming will be links to active sites where structural response can be observed.
The above link is for the papers of the 2001 Symposium, however if you search the
site you may find more references. Special thanks to Professor C. Dowding for his
contribution.
Papers in Autonomous Crack Monitoring. This site contains copies of selected papers
on this new approach to control and monitoring of construction vibrations as well as
access to operational sites where readers can observe actual day to day response of
cracks. We are thankful to Professor C. Dowding for this contribution.
Professor P.W. Mayne maintains a very interesting collection of downloadable papers
on in-situ testing, particularly on CPT, CPTu, SCPTu, and DMT.
Guideline for use of hand held shear vane for compaction control. A 5-page manual
published by the New Zealand Geotechnical Society.
2002 National Highway Institute Manual on Subsurface Investigations. 24MB PDF file.
Thanks to Professor P.W. Mayne for suggesting the link.
Uzielli, M. (2004), "Variability of stress-normalized CPT measurements and application
to seismic liquefaction initiation assessment", PhD dissertation at the University of
Florence, Italy.
Zekkos, D.P., Bray, J.D., Der Kiureghian, A. (2004), “Reliability of shallow foundation
design using the standard penetration test”, 2nd International Conference on Site
Characterization Proceedings, 19-22/9/2004, Porto, Portugal, Vol.2, pp. 1575-1582.
html+pdf online version or pdf version
Michael G. Jefferies & Michael P. Davies (1993). CPTU to Estimate Equivalent N60 -
Jeffries & Davies, ASTM Journal. The American Society for Testing and Materials.
Available by Prof. P. Robertson's website.
Mahmoud Mahmoud, David Woeller & Peter K. Robertson (2000). Detection of shear
zones in a natural clay slope using the cone penetration test and continuous dynamic
sampling, Canadian GJ. NRC Canada. Available by Prof. P. Robertson's website.
P.K. Robertson & R.G. Campanella (1983). Interpretation of Cone Penetration Tests.
Canadian Geotechnical Journal. Available by Prof. P. Robertson's website.
P.W. Mayne & D.A. Brown (2002). Site Characterization of Piedmont residuum of
North America. Georgia Institute of Technology, Atlanta, Georgia & Auburn University,
Auburn, Alabama, USA. Available by Prof. P. Robertson's website.
P.K. Robertson, M.ASCE, R.G. Campanella, M.ASCE, D. Gillespie & A. Rice (1986).
Seismic CPT to Measure In-Situ Shear Wave Velocity. ASCE. Available by Prof. P.
Robertson's website.
P.K. Robertson (1989). Soil Classification using the Cone Penetration Test. Canadian
GJ. University of Alberta, Canada. Available by Prof. P. Robertson's website.
P.K. Robertson, R.G. Campanella, M. ASCE & A. Wightman (1983). SPT-CPT
Correlations. ASCE Journal. Available by Prof. P. Robertson's website.
P.J. Sabatani, R.C. Bachus, P.W. Mayne, J.A. Schneider, T.E. Zettler, (2002).
Geotechnical Engineering Circular No.5. Evaluation of Soils and Rock Properties.
Technical Report FHWA-IF-02-034. U.S. Department of Transportation.
Geotechnical Manual. Available by Texas Department of Transportation, (2006).
Manual for Preparation of Geotechnical Reports. Country of Los Angeles. Department
of Public Works. Geotechnical and Materials. Engineering Division, 2006.
M.G. Jefferies & M.P. Davies (1990). Soil Classification by the cone penetration test -
Discussion. Canadian GJ. Klohn Leonoff Ltd. Canada. Available by Prof. P. Robertson's
website.
Paul W. Mayne, (2001). Stress-strain-stregth-flow parameters from enhanced in-situ
tests. Proceedings, International Conference on In-Situ Measurements of Soil
Properties & Case Histories, Bali, Indonesia.
J.S. Goldsworthy, M.B. Jaksa, W.S. Kaggwa, G.A. Fenton, D.V. Griffiths, H.G. Poulos,
(2004). Cost of Foundation Failures due to Limited site Investigations. International
Journal on Structural and Foundation Failures, Singapore.
Engineering Manual EM 1110-1-1906, (1996). Engineering and Design - Soil Sampling.
U.S.Army engineer manual.
Schnaid F & Houlsby G.T., (1991). An assessment of chamber size effects in the
calibration of in situ tests in sand. Geotechnique 41, No.3, 437-445.
Murad Y. Abu-Farsakh, Khalid Alshibli, Munir Nazzal and Ekrem Seyman, (2001).
Assessment of In-Situ Test Technology for Construction Control of base courses and
embankments. Technical Report FHWA/LA.04/385. Louisiana Transportation Research
Center, U.S. Department of Transportation, Federal Highway Administartion.
Engineer Manual (EM 1110-1-1804). Engineering and Design Geotechnical
Investigations. Available by the US Army Corps of Engineers, (2001). Washington.
M.W. Gui, M. ASCE. K. Soga, M.D. Bolton and J.P. Hamelin, (2002). Instrumented
Borehole drilling for subsurface Investigation. Journal of Geotechnical and
Geoenvironmental engineering Vol.128, No.4.
California Department of Transportation, Caltrans, Soil and Rock Logging,
Classification, and Presentation Manual, June 2007.
D.J. White, (2003). Field measurements of CPT and pile base resistance in sand.
Research Fellow, St John's College, University of Cambridge.
G.T. Houlsby and R. Hitchman, (1988). Calibration chamber tests of a cone
penetrometer in sand. Geotechnique 38, No.1, 39-44.
Thomas Nilsson, Renato Cunha, (2003). Advantages and equations for pile design in
Brazil via DPL tests. 2nd International Conference on Geotechnical Site
Characterization, Porto, Portugal.
M.W. Gui, M.D. Bolton, J. Garnier, J.F. Corte, G. Bagge, J. Laue, R. Renzi, (1998).
Guideliness for cone penetration tests in sand. Centriguge 98, Kimura, Kusakabe &
Takemura. Balkema, Rotterdam.
NCHRP Synthesis 368, (2007). National Cooperative Highway Research Program.
Cone Penetration Testing. A Synthesis of Highway Practice. Transportation Research
Board of the National Academies. Washington D.C. Available from TRB.
G.T. Houlsby, (1989). Introduction to Papers 14-19. Penetration Testing in the UK.
Thomas Telford, London. Invited Report, Session 3, Proceedings of the
Geotechnology Conference on Penetration Testing in the U.K., Birmingham.
G.T. Houlsby, H.S. Yu, (1990). [20] Finite element analysis of the cone-pressuremeter
test. Pressuremeters, Thomas Telford Limited, London. Proceedings of the 3rd
International Symposium on Pressuremeters, ISP3, Oxford.
G.T. Houlsby, (1990). Analysis of cone penetrometer and pressuremeter tests. 2nd
European Specialty Conference on Numerical Methods in Geotechnical Engineering,
Santander.
C. Sagaseta, G.T. Houlsby, (1992). Stresses near the shoulder of a cone
penetrometer in clay. Proceedings of the 3rd International Conference on
Computational Plasticity Fundamentals and Applications, Barcelona.
G.T. Houlsby, B.M. Ruck, (1998). Interpretation of Signals from an Acoustic Cone
Penetrometer. Geotechnical Site Characterization, Robertson and Mayne (eds),
Balkema, Rotterdam.
M.W. Gui, M.D. Bolton, (1998). Geometry and scale effects in CPT and pile design.
Geotechnical Site Characterization, Robertson & Mayne. Balkema, Rotterdam.
G.T. Houlsby, (1998). Advanced interpretation of field tests. Geotechnical Site
Characterization, Robertson and Mayne, Balkema, Rotterdam.
Mark Jaksa, (1999). Geotechnical Risk and Inadequate Site Investigations. A Case
Study. Seminar on Ground Engineering Risk, Australian Geomechanics.
M.B. Jaksa, W.S. Kaggwa, G.A. Fenton, H.G. Poulos, (2003). A Framework for
quantifying the reliability of Geotechnical Investigations. Applications of Statistics and
Probability in Civil Engineering. Der Kiureghian, Madanat & Pestana, Millpress,
Rotterdam.
C.R.I. Clayton, M.C. Matthews and N.E. Simons, (1995). Site Investigation. Second
Edition. Blackwell Science, Oxford.
Soil Conservation Service, Engineering Division. Preparation and Shipment of
Undisturbed Core Soil Samples, 1973. United States Department of Agriculture.
Washington D.C.
J.S. Goldsworthy, M.B. Jaksa, G.A. Fenton, W.S. Kaggwa, D.V. Griffiths, H.G. Poulos, Y.
L. Kuo, (2004). Influence of Site Investigations on the Design of Pad Footings.
Proceedings, 9th Australia New Zealand Conference on Geomechanics, Auckland.
Paul W. Mayne, (2000). Enhanced Geotechnical Site Characterization by Seismic
Piezocone Penetration Tests. Invited Lecture, 4th International Geotechnical
Conference, Cairo University.
Requirements for Geotechnical Investigation and Pavement Investigation (Field,
Laboratory and Engineering), 1997. Department of Transportation, Exhibit "C",
Indiana.
Paul W. Mayne, Jay A. Auxt, James K. Mitchell, Recep Yilmaz, (1995). U.S. National
Report on CPT. Proceedings, International Symposium on Cone Penetration Testing,
Vol. 1, Swedish Geotechnical Society, Report 3:95, Linkoping.
Technical Letter No. ETL 1110-1-138, (1988). Engineering and Design. Standard
Penetration Test. Department of the Army. U.S. Army Corps of Engineers, Washington
D.C.
Barry Shiyo Chen, Paul W. Mayne, (1994). Profiling the Overconsolidation Ratio of
Clays by Piezocone Tests. National Science Foundation Geomechanical and
Geoenvironmental Program. Report No. GIT-CEEGEO-94-1. Georgia Tech Research
Corporation. Georgia Institute of Technology, School of Civil and Environmental
Engineering, Atlanta, Georgia.
Zedi Mesheck Nyirenda, (1989). The Piezocone in Lightly overconsolidated Clay. PhD
Thesis, University of Oxford.
Murad Y. Abu-Farsakh, (2004). Technical Report (FHWA/LA.03/386). Evaluation of
consolidation characteristics of cohesive soils from piezocone penetration tests.
Louisiana Transportation Research Center, U.S. Department of Transportation,
Federal Highway Administration.
Cee-Ing Teh, (1987). An analytical study of the cone penetration test. PhD Thesis,
University of Oxford.
John Anthony Bonita, (2000). The Effects of Vibration on the Penetration Resistance
and Pore Water Pressure in Sands. PhD Thesis, Virginia Polytechnic Institute and
State University.
R.E. May, (1987). A study of the piezocone Penetrometer in normally consolidated
clay. PhD Thesis, Exeter College.
M.D. Bolton, M.W. Gui, J. Garnier, J.F. Corte, G. Bagge, J. Laue, R. Renzi, (1999).
Technical Note: Centrifuge cone penetration Tests in sand. Geotechnique 49, No.4,
543-552.
Susan E. Burns, Paul W. Mayne, (1998). Penetrometers for Soil Permeability and
Chemical Detection. 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.
G.T. Houlsby, A.A. Wheeler, J. Norbury, (1985). Analysis of undrained cone
penetration as a steady flow problem. 5th International Conference on Numerical
Methods in Geomechanics, Nagoya.
G.T. Houlsby, C.I. Teh, (1988). Analysis of the piezocone in clay. Penetration Testing
1988, ISOPT-1, De Ruiter (ed.). Balkema Rotterdam.
C.I. Teh, G.T. Houlsby, (1988). Analysis of the cone penetration test by the strain
path method. Numerical Methods in Geomechanics, Innsbruck. Balkema, Rotterdam.
J. David Rogers, (2006). Subsurface Exploration using the Standard Penetration Test
and the Cone Penetrometer Test. The Geological Society of America. Environmental
and Engineering Geoscience, Vol. XIII, No.2, pp. 161-179.
Soil Mechanics Note No.11, 210-VI, (1984). ENG- The static Cone Penetrometer: The
Equipment and using the Data. United States Department of Agriculture, Soil
Conservation Service, Washington D.C.
R. Phillips, A.J. Valsangkar, (1987). Technical Report No. CUED/D - Soils TR 210. An
Experimental Investigation of Factors affecting Penetration Resistance in Granular
Soils in Centrifuge Modelling. Cambridge University Engineering Department.
M.D. Bolton, M.W. Gui, (1993). Technical Report No. CUED/D-SOILS/TR256. The Study
of Relative Density and Boundary Effects for Cone Penetration Tests in Centrifuge.
Cambridge University Engineering Department.
R. Salgado, J.K. Mitchell, M. Jamiolkowski, (1997). Cavity expansion and Penetration
Resistance in Sand. Journal of Geotechnical and Geoenvironmental Engineering.
R. Salgado, J.K. Mitchell, M. Jamiolkowski, (1998). Calibration Chamber size effects on
Penetration Resistance in Sand. Journal of Geotechnical and Geoenvironmental
Engineering.
Salgado R., Jamiolkowski M. and Mitchell J.K., (1998). Penetration Resistance in
Sands: Analysis and Applications to Liquefaction Potential Assessment and Estimation
of Pile Base Resistance. Rivista Italiana di Geotecnica, September/December XXXII(4),
5-17.
Salgado R. and Randolph M.F., (2001). Analysis of Cavity Expansion in Sand.
International Journal of Geomechanics, 1(2), 175-192.
Salgado R. and Prezzi M., (2006). Computation of Cavity Expansion Pressure and
Cone Resistance in Sand. International Journal of Geomechanics, ASCE.
Salgado R., Mitchell J.K. and Jamiolkowski M., (1998). Calibration Chamber Size Effects
on Penetration Resistance in Sand. Journal of Geotechnical and Geoenvironmental
Engineering, ASCE, Vol. 124 (9), September, 878-888.
Pieter van den Berg, (1994). Analysis of soil penetration. PhD Thesis, Delft University
of Technology, The Netherlands.
Henderikus G.B. Allersma, Wout Broere, (2002). Optical Analysis of Stress around a
Penetrating Probe in Granular Material. Proceedings of the International Conference
on Physical Modelling in Geotechnics 02, pages 149-154.
W. Broere, (2001). Tunnel Face Stability & New CPT Applications. PhD Thesis, Delft
University of Technology, Delft.
W. Broere, A.F. van Tol, (2001). Horizontal Cone Penetration Testing in Sand. P.P.
Rahardjo & T. Lunne (eds.) In Situ Measurements and Case Histories, Bandung,
Indonesia, 2001, pp. 649–654.
W. Broere, A.F. van Tol, (2001). Horizontal cone penetration testing in sand.
Proceedings of the XVth Inernational Conference on Soil Mechanics and Foundation
Engineering, Istanbul, Turkey, 2001, pp. 555-558.
W. Broere, A.F. van Tol, (1998). Horizontal Cone Penetration Testing. P.K. Robertson
& P.W. Mayne (eds.) Geotechnical Site Characterization, Atlanta, Georgia, 1998, pp.
989–994.
Fernando Schnaid, (1990). A Study of the Cone-Pressuremeter Test in Sand. Abstract.
PhD Thesis, University of Oxford, Magdalen College.
Hai-Sui Yu, (1990). Cavity Expansion Theory and its Application to the Analysis of
Pressuremeters. Abstract. PhD Thesis, University of Oxford, St. Anne's College.
Nigel Robert Forbes Nutt, (1993). Development of the Cone Pressuremeter. Abstract.
PhD Thesis, University of Oxford, St. Catherine's College.
Mitsuhiro Yao, (1996). A Study of the Effect of Length to Diameter Ratio on the
Results of Pressuremeter Tests. Abstract. MSc Thesis, University of Oxford, Wolfson
College.
G.T. Houlsby, N.J. Withers, (1988). Analysis of the Cone Pressuremeter Test in Clay.
Geotechnique 38, No.4, pp. 575-587.
C.I. Teh, G.T. Houlsby, (1991). An Analytical Study of the Cone Penetration Test in
Clay. Geotechnique 41, No. 1, pp. 17-34.
H.S. Yu, G.T. Houlsby, (1991). Finite Cavity Expansion in Dilatant Soils: Loading
Analysis. Geotechnique 41, No. 2, pp. 173-183.
F. Schnaid, G.T. Houlsby, (1992). Measurement of the Properties od Sand in a
Calibration Chamber by the Cone Pressuremeter Test. Geotechnique 42, No. 4, pp.
587-601.
G.T. Houlsby, J.P. Carter, (1993). The Effects of Pressuremeter Geometry on the
Results of Test in Clay. Geotechnique 43, No. 4, pp. 567-576.
G.T. Houlsby, F. Schnaid, (1994). Interpretation of Shear Moduli from Cone
Pressuremeter Tests in Sand. Geotechnique 44, No. 1, pp. 147-164.
R.G. Campanella and D.S. Wickremesinghe, (1989). Users' Manual and IBM-PC
Programs. Statistical Evaluation of In-Situ Test Data. Soil Mechanics Series No. 129.
Department of Civil Engineering, The University of British Columbia, Vancouver,
Canada. Available from Dr. Richard (Dick) Campanella Homepage.
R.G. (DICK) Campanella and Research Students, (1998). PART 1, UBC CPTU Course
Manual: Interpretation & Use of Piezocone Test Data for Geotechnical Design. In-Situ
Soil Testing Research Group, Department of Civil Engineering, The University of British
Columbia, Vancouver, Canada. Available from Dr. Richard (Dick) Campanella
Homepage.
R.G. (DICK) Campanella and Research Students, (1998). PART 2, UBC CPTU Course
Manual: Interpretation & Use of Piezocone Test Data for Geotechnical Design. In-Situ
Soil Testing Research Group, Department of Civil Engineering, The University of British
Columbia, Vancouver, Canada. Available from Dr. Richard (Dick) Campanella
Homepage.
R.G. (DICK) Campanella and Research Students, (1998). UBC CPTU Worked Examples
Manual: Interpretation & Use of Piezocone Test Data for Geotechnical Design. In-Situ
Soil Testing Research Group, Department of Civil Engineering, The University of British
Columbia, Vancouver, Canada. Available from Dr. Richard (Dick) Campanella
Homepage.
R.G. Campanella and J.A. Howie, (2004). Practical Applications of the Cone
Penetration Test, a Manual on Interpretation of Seismic Piezocone Test Data for
Geotechnical Design. Geotechnical Research Group, Department of Civil Engineering,
The University of British Columbia, Vancouver, Canada. Available from Dr. Richard
(Dick) Campanella Homepage.
R.G. Campanella and J.A. Howie and Research Students, (2005). Appendix B: Practical
Applications of the Cone Penetration Test, a Manual on Interpretation of Seismic
Piezocone Test Data for Geotechnical Design: Worked Examples Manual. The
Application of Seismic Piezocone Data to Geotechnical Design: Worked Examples.
Department of Civil Engineering, The University of British Columbia, Vancouver,
Canada. Available from Dr. Richard (Dick) Campanella Homepage.
H.S. Yu, G.T. Houlsby, (1995). A Large Strain Analytical Solution for Contraction in
Dilatant Soils. International Journal for Numerical and Analytical Methods in
Geomechanics, Vol. 19, 793-811. John Wiley & Sons Ltd.
G.T. Houlsby, B.G. Clarke, C.P. Wroth, (1986). Analysis of the Unloading of a
Pressuremeter in Sand. Proceedings of the 2nd International Symposium on the
Pressuremeter and its Marine Applications, Texas, ASTM Special Technical Publication
950, pp 245-264.
F. Schnaid, G.T. Houlsby, (1990). Calibration Chamber Tests of the Cone-
Pressuremeter in Sand. Proceedings of the 3rd International Symposium on
Pressuremeters, ISP3, Oxford, pp 263-272. Pressuremeters, Thomas Telford Limited,
London.
N.R.F. Nutt, G.T. Houlsby, (1991). Calibration Tests on the Cone Pressuremeter in
Carbonate Sand. Proceedings of the 1st International Conference on Calibration
Testing, Potsdam, New York, pp 265-276. Elsevier Science Publishing Company Inc.
G.T. Houlsby, N.R.F. Nutt, (1993). Development of the Cone Pressuremeter.
Proceedings of the Wroth Memorial Symposium, Predictive Soil Mechanics, Oxford, pp
359-377. Predictive soil mechanics, Thomas Telford, London.
N.R.F. Nutt, G.T. Houlsby, (1995). Time Dependent Behaviour of Sand from
Pressuremeter Tests. The Pressuremeter and its New Avenues, Ballivy (ed.), Balkema
Rotterdam.
C. Sagaseta, G.T. Houlsby, H.J. Burd, (2003). Quasi-static undrained expansion of a
cylindrical cavity in clay in the presence of shaft friction and anisotropic initial
stresses. Computational Fluid and Solid Mechanics 2003. Elsevier Science Ltd.
Engineer Manual CECW-EG, EM 1110-1-1802, (1995). Engineering and Design:
Geophysical Exploration for Engineering and Environmental Investigations. U.S. Army
Corps of Engineers, Washington D.C.
Mats Svensson, Bjorn Moller, (2001). Varia 508: Geophysics in soil mechanics - in situ
shear moduli determined by SASW-technique and more traditional geotechnical
methods. Swedish Geotechnical Institute, Linkoping.
John A. Scales, Martin L. Smith and Sven Treitel, (2001). Introductory Geophysical
Inverse Theory. Center for Wave Phenomena, Department of Geophysics, Colorado
School of Mines, Golden, Colorado. New England Research. Samizdat Press.
Geotechnical Investigations
& In-situ testing
& In-situ testing
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