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TABLE OF CONTENTS 
VOLUME 1: Keynote Lectures, Regional Reports & Session Reports
PAPER NUMBER PAPER TITLE AUTHOR/S
KN 1 Influence of test equipment and procedures on obtained accuracy in CPTU R. Sandven
KN 2 Interpretation of the CPT in Engineering Practice K. Been, A. Quiñonez & R.B. Sancio
KN 3 Some issues related to applications of the CPT N. Ramsey
KN 4 The CPT in offshore soil investigations - a historic perspective T. Lunne
RR 1 Regional Report for Northern Europe M. Long 
RR 2 Regional Report for Southern Europe A. Viana da Fonseca
RR 3 Regional Report for East European Countries Z. Młynarek 
RR 4 Regional Report for the Nordic Countries H. Lofroth, R. Sandven, C. Bonde, H. Halkola
RR 5 Regional Report for the Middle East and Africa T. M. Elkteb 
RR 6 Regional Report for Asia A.B. Huang 
RR 7 Regional Report for Australia & New Zealand M. Fahey & B. L. Lehane 
RR 8 Regional Report for North America P.W. Mayne 
RR 9 Regional Report for South America R. Q. Coutinho & F. Schnaid
SR 1 Session Report 1: CPT Equipment & Procedures J.J.M. Powell
SR 2 Session Report 2: CPT Interpretation J. A. Schneider
SR 3 Session Report 3: CPT Applications F. Schnaid

Technical Papers
Volume 2: Equipment and Procedures
PAPER NUMBER PAPER TITLE AUTHOR/S
1-01 A comparative study of International CPTU and China Double bridge CPT tests S.Y. Liu, G.J. Cai, L.Y. Tong and G.Y. Du, Anand J. Puppala
1-02 Safely uncovering deep foundations and services with magnetometer cone S. N. Elgun, C.A.H.M. van Isselt & R. Jansch
1-03 Estimation of u1/u2 conversion factor for piezocone J. Peuchen, J.F. Vanden Berghe & C. Coulais
1-04 A Cone Permeameter for determining hydraulic conductivity in unsaturated soils Y. Homma, T. Ishida and T. Shimotashiro
1-05 CPT in polar snow - equipment and procedures A.B. McCallum, A. Barwise & R. Santos
1-06 Influence of rate of penetration on CPT tip resistance in standard CPT and in CPTWD (CPT while drilling) M. Sacchetto & A. Trevisan
1-07 Real-time temperature compensation technique on the CPT using FBG sensor R. H. Kim, J. S. Lee, S. W. An, K. D. Bae & W. J. Lee
1-08 A pilot study of in-hole type CPTu using piezoelectric bender elements I.S. Jang & O.S. Kwon, C. K. Chung
1-09 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 Junior
1-10 Influence factors study of cone loading test in the centrifuge H.Ali & Ph.Reiffsteck, L.Thorel, C.Gaudin
1-11 A new Hydraulic profiling tool including CPT measurements Ph.Reiffsteck, B. Dorbani, E. Haza-Rozier, J.-J. Fry
1-12 Field application of continuous intrusion miniature CPT system in South Korea S. Yoon, M.T. Tumay
1-13 Experience with lightweight pushing equipment and CPT in Lithuania S. Anilionis
1-14 The applicability of soil density measurements using a resistivity probe J. Dijkstra, W. Broere
1-15 Field experience of the piezoball in soft clay C. Colreavy & C.D. O’Loughlin, M. Long, N. Boylan, D. Ward
1-16 A combined up the hole Drilling/CPT equipment for near-shore site investigation N. Pérez García, M.J. Devincenzi
1-17 CPT for soft sediments and deepwater investigations R. Boggess & P.K. Robertson
Volume 2: Interpretation
PAPER NUMBER PAPER TITLE AUTHOR/S
2-01 Application of piezocone to evaluate consolidation and permeability properties of Taihu lacustrine clay deposits G.J. Cai, S.Y. Liu, L.Y. Tong and G.Y. Du, Anand J. Puppala
2-02 CPT data in relation to a general model for the undrained behaviour of homogeneous Swedish clays Rolf Larsson, Helen Åhnberg and Hjördis Löfroth
2-03 Penetration rate effects on cone resistance measured in a calibration chamber K. Kim, M. Prezzi & R. Salgado, W. Lee
2-04 Correlations between CPT and PMT at a Dynamic Compaction Project B. Hamidi & H. Nikraz, S. Varaksin
2-05 Soil unit weight estimation from CPTs P.W. Mayne, J. Peuchen and D. Bouwmeester
2-06 Spatial characterization of Vs at Amherst NGES site from SCPT using Bayesian kriging M. Uzielli, J. Facciorusso, P.W. Mayne
2-07 Basic soil properties from CPT in Bangkok clay for highway design J. Sunitsakul, A. Sawatparnich & S. Apimeteetamrong
2-08 Cone resistance profiles for laboratory tests in sand M. Senders
2-09 TCPT in permafrost: penetrometer - soil thermophysical interaction O.N. Isaev, I.B. Ryzhkov
2-10 Evaluation of cementation effect of sand using cone resistance M. J. Lee, Y. M. Choi, M. T. Kim, & W. J. Lee
2-11 Virtual Calibration Chamber CPT on Ticino sand J. Butlanska, M. Arroyo & A. Gens
2-12 Evaluation of undrained shear strength of soft New Orleans clay using piezocone L. Wei & R. Pant, M.T. Tumay
2-13 CPT-SPT correlations for calcareous sand in the Persian Gulf Area T.M. Elkateb, H.E. Ali
2-14 K0 determination of Sand Using CPT Calibration Chamber M.M. Ahmadi & P. Karambakhsh
2-15 Experimental estimation of distribution of excess pore pressure by cone penetration T.G. Ha, J.Y. Kim, J.H.Kim and C.K. Chung
2-16 Interpretation of CPTU and SDMT in organic, Irish soils A. Bihs, M. Long, D. Marchetti, D. Ward
2-17 Influence of the stress conditions on the piezocone shear strength – results from a model test study Hjördis Löfroth
2-18 Correlation between CPT and SPT in Adapazari, Turkey O. Kara, Z. Gündüz
2-19 Evaluation of piezocone characterization in deltaic deposits B. Kavur, M. Mulabdic & K. Minazek
2-20 Resistivity on marine sediments retrieved from RCPTU-soundings:
a Norwegian case study		 M. Rømoen, A. A. Pfaffhuber & K. Karlsrud, T.E. Helle
2-21 CPT interpretation in marine soils less than 5m depth – examples from the North Sea R. Mitchell, S. Wootton & R. Comrie
2-22 Comparison of cone and minicone penetration resistance for sand at shallow depth M.R. Tufenkjian, E. Yee, D.J. Thompson
2-23 Evaluation of undrained shear strength of Busan clay using CPT S. J. Hong, M. J. Lee, J. J. Kim & W. J. Lee
2-24 The engineering properties of surface layer on very soft clay of the south coast in Korea H.S. Jung & C.G. Cho & B.S. Chun
2-25 CPT in unsaturated soils using a new calibration chamber M. Pournaghiazar, A.R. Russell & N. Khalili
2-26 Bias reduction on CPT-based correlations T. van der Wal, S. Goedemoed & J. Peuchen
2-27 CPT and other Direct Push methods T. Vienken, C. Leven, P. Dietrich
2-28 Evaluation of cone penetration test data from a calcareous dune sand J.A. Schneider, B.M. Lehane
2-29 Prediction of shear wave velocity for offshore sands using CPT data – Adriatic sea L. Paoletti, Y. Hegazy, S. Monaco, R. Piva
2-30 Strength evaluation of soft marine deposits in Atlantic Coastal Plain using in-situ testing methods P. E. Cargill, W. M. Camp, III
2-31 Novel methodologies for soil characterization from CPT data P.U. Kurup, E.P. Griffin, M.T. Tumay
2-32 Prediction of soil properties from PCPT data using model trees P.U. Kurup, E.P. Griffin
2-33 CPT experience in glacial geological conditions of Minnesota, USA D. D. Dasenbrock, J.A. Schneider & E.M. Mergen
2-34 CPTU site investigation and stockpile performance evaluation A. Sotil, S. Spraggett & G. Barreda, M. Skurski
2-35 A site-specific fines content correlation using cone penetration test data M.D. Boone, M.J. Freitas
2-36 Interpreting CPT results in unsaturated sands A. R. Russell, M. Pournaghiazar & N. Khalili
2-37 Correlation of cone resistance and shear wave velocity for residual soil Widjojo A. Prakoso
2-38 Interpretation of the in situ density from seismic CPT in Fraser River sand M. Ghafghazi, D. A. Shuttle
2-39 Finite element modeling of cone penetration in sand N. S. Kumar, V. Kumar, A. Deb & D. Roy
2-40 Estimating soil unit weight from CPT P.K. Robertson and K.L. Cabal
2-41 CPTU, DMT, SDMT results for organic and fluvial soils Z. Młynarek, J. Wierzbicki, K. Stefaniak
2-42 CPTU interpretation for stratigraphic logging: differences between sedimentary and residual soils G. De Mio, H. L. Giacheti, A. Viana da Fonseca & C. Ferreira
2-43 Estimating in-situ state parameter and friction angle in sandy soils from CPT P.K. Robertson
2-44 Use of CPT and CPTu for soil profiling of “intermediate” soils: a new approach D. Lo Presti & N. Squeglia, C. Meisina & L. Visconti
2-45 Comparison of soil modeling using CPT and DMT- a case study K. Aykın, Ö. Akçakal, H.T. Durgunoğlu,
2-46 Geotechnical parameters of very soft clays from CPTu M.S.S. de Almeida, M.E.S. Marques, M. Baroni
2-47 Soil profiling by CPTu in soft, sensitive soils of Urmiyeh Lake in Iran A. Eslami, B. Hosseini, M. Eslami
2-48 Modeling ROST and CPT Data to estimate LNAPL saturation B. D. Smith & J. Gleason
2-49 Cone penetration tests at active earthquake sites F.A. Trevor, J.M. Paisley, P.W. Mayne
2-50 Variable penetration rate CPT in an intermediate soil R.A. Jaeger, J.T. DeJong, R.W. Boulanger, H.E. Low, M.F. Randolph
2-51 Estimating in-situ soil permeability from CPT & CPTu P.K. Robertson
2-52 Evaluation of the CPT for assessing ground improvement by dynamic replacement L.J. Bates & R.S. Merifield
2-53 Comparison of CPT- and DMT-correlated effective friction angle in clayey and silty sands G. McNulty, M.D. Harney
2-54 Two examples of CPT interpretation to define geotechnical profile T.Mateos
2-55 Classification, overconsolidation and stiffness of Venice lagoon soils from CPTU L. Tonni & G. Gottardi, V. Berengo & P. Simonini
2-56 Soil behaviour type from the CPT: an update P.K. Robertson
Volume 3: Applications
PAPER NUMBER PAPER TITLE AUTHOR/S
3-01 Settlement Estimation of Multiple Footings in Sands J. Lee, J. Eun, M. Prezzi & R. Salgado
3-02 Case history of axial pile capacity and load-settlement response by SCPTu F.S. Niazi & P.W. Mayne, D.J. Woeller
3-03 Case study of CPT application to evaluate seismic settlement in dry sand F. Yi
3-04 Using CPTU to control dynamic compaction of hydraulic fill A. T. Ozer, C. W. Christmann, & L. G. Bromwell
3-05 Statistical review of CPT data and implications for pile design P. Doherty & K. Gavin
3-06 Use of the High Resolution Piezocone for Geoenvironmental Applications M. Kram, T. D. Dalzell, P. Ljunggren
3-07 CPTU for consolidation properties of Lake Bonneville clay A. T. Ozer, S. F. Bartlett & E. C. Lawton
3-08 Application of CPT for adequate selection of pile driving techniques I.B. Ryzhkov, O.N. Isaev
3-09 Use of mini CPT to evaluate degree of compaction in fine-grained soils N. Squeglia & D. C. F. Lo Presti
3-10 Assessment of LCPC CPT method for bored piles in Brasilia clay R.P. Cunha, W.P. Stewart
3-11 CPT in glacial soils after deep excavation T. Liao & K.R. Bell, H. Senapathy
3-12 Characterization of postglacial clay for the design of building foundations W. Steiner
3-13 Pile Capacity Prediction using CPT - Case History G. Togliani
3-14 Uncertainty-Based Optimization of Site Characterization Using CPT I.T. Ng, C.Y. Zhou
3-15 Spatial Variability of Levees as Measured Using the CPT R.E.S. Moss, J. C. Hollenback, J. Ng
3-16 CPTU characteristics and liquefaction resistance of reclaimed land by dynamic compaction C.S. Ku, C.H. Juang
3-17 A tool in groundwater remediation S. J. Osborne
3-18 End bearing formulation for CPT based driven pile design methods in siliceous sands J.A. Schneider, X. Xu, B.M. Lehane
3-19 CPT-based assessment of liquefaction-induced foundation soil deformations B. Unutmaz, H. T. Bilge, K. O. Cetin
3-20 CPT-based ultimate capacity of driven piles in residual soil W. A. Prakoso & S.P. Hadiwardoyo
3-21 Verification of a deep soil-bentonite barrier wall using the CPTu S. R. Jones, G. Taylor
3-22 Comparing CPT and DPSH in Lithuanian soils S. Gadeikis & G. Žaržojus, D. Urbaitis
3-23 Misclassification in CPT liquefaction evaluation J. W. Pease
3-24 Settlement of pile using cone loading test: load settlement curve approach H.Ali & Ph.Reiffsteck, F.Baguelin, H.van de Graaf, C. Bacconnet & R.Gourvès
3-25 Pile capacity prediction in Minnesota soils using direct CPT and CPTu methods G.R. Reuter
3-26 Use of multiple induced fluorescence tools at a pipeline site to characterize residual LNAPL K. R. Patton, S. M. Kuhlman
3-27 SCPT for design of shallow bridge foundations in Minnesota J.G. Bentler & M.J.L. Hoppe
3-28 CPT-based evaluation of liquefaction potential for fine-grained soils M. Pehlivan, H. T. Bilge, K. O. Cetin
3-29 Post earthquake shear strengths of clay by CPT and vane testing methods at Scoggins Dam J.A. Farrar
3-30 Evaluation of liquefaction risk by a revised LPI approach A. Özocak & S. Sert
3-31 Drainage characterization of tailings from in situ test F. Schnaid, J. Bedin, L.M. Costa Filho
3-32 Diagnosing liquefaction potential by the dissipation test in fine grained soil E. Bol, A. Önalp, E. Arel
3-33 Hydrostratigraphic and permeability profiling for groundwater remediation projects J.A. Quinnan, N.R.H. Welty, E. Killenbeck
3-34 Forensic evaluation of an embankment on soft ground using CPT W. M. Camp, III, & A. D. Goldberg, D. L. Bellamy
3-35 Identification of consolidation conditions of copper ore post-flotation sediments in tailings W. Tschuschke
3-36 Assessment of strength parameters of copper ore post-flotation deposit based on CPTU W. Tschuschke
3-37 Using CPT to refine subsurface characterization for a subway project H. Yang, A. Tang, M. Fong, and T. Lee
3-38 Evaluation of liquefaction resistance of non-plastic silt from mini-cone calibration chamber tests C.D.P. Baxter, M.S. Ravi Sharma, N.V. Seher, & M. Jander
3-39 Derivation of CFA pile capacity in a silty clay soil using CPTu K.V. Pardoski
3-40 Direct CPT method for footing response in sands using a database approach P.W. Mayne and F. Illingworth
3-41 Comparing in-situ cone resistance and pile jacking force M. Marchi, L. Balbarini & G. Gottardi, L. Zambianchi
3-42 Design of cut-and-cover tunnel in quick clay based on CPTU and laboratory tests  E. Tørum, R. Sandven, S.G. Hovem & S. Rønning
3-43 Finite element analysis of the CPT for design of bored piles A. Tolooiyan & K. Gavin
3-44 Simplified model for evaluating soil liquefaction potential using CPTU C.H. Juang, C.S. Ku, C.C. Chen
3-45 Instability assessment of Loess using a CPT-based evaluation method  J.P. Karam, Y.J. Cui, C. Yang, J.M. Terpereau
3-46 Evaluating relative compaction of fills using CPT G. Agrawal, O. Pekin, D. Chandra
3-47 Evaluation of clay behavior in dam core based on CPT Z. Skutnik
3-48 Use of CPT-UVOST to characterize disparate hydrocarbon plumes in a heterogeneous environment C. S. Laber
3-49 Investigation and design of a fly ash road embankment in India by CPT A.K.Sinha, V. G. Havanagi, S. Mathur & U. K. Guruvittal
3-50 Sensitivity of CPT and DMT to stress history and aging in sands for liquefaction assessment Silvano Marchetti
3-51 Evaluation of strength parameters of Masjed – Soleyman Dam clay core using CPTU A. Khalili, F. Jafarzadeh
3-52 Pile capacity for Omega piles in an unsaturated Brazilian soil using the CPT P.J.R. Albuquerque & D. Carvalho, E. B. Fontaine
3-53 Effect of load test interpretation on the resistance factors of driven piles H.H. Titi, M.B. Elias