Paper # 1-02The effect of sleeve diameter on fs measurementsby M. Holtrigter, A. Thorp & P. W. O. Hoskin

Paper # 1-03New in standards for CPT of soils in Russiaby O.N. Isaev

Paper # 1-04Geotechnical Offshore Seabed Tool (GOST): A new cone penetrometerby M.E. Jorat, T. Mörz, W. Schunn, S. Kreiter, V. Moon & W. de Lange

Paper # 1-04aGeotechnical Offshore Seabed Tool (GOST): CPTu measurements and operations in New Zealandby M.E. Jorat, T. Mörz, W. Schunn, S. Kreiter, V. Moon & W. de Lange

Paper # 1-05Mini-cone configured with temperature-compensated circuitby Hyung-Koo Yoon, Yong-Hoon Byun, Sang Yeob Kim & Jong-Sub Lee

Paper # 1-06Geotechnical investigation of coastal areas with difficult access using portable free-fall penetrometersby N. Stark, P. Staelens, A.E. Hay, B. Hatcher & A. Kopf

Paper # 1-07Improved CPT sleeve friction sensitivity in soft soilsby R.S. Santos, A. Barwise and M. Alexander

Paper # 1-08Laboratory calibration of a hybrid electronic tongue for the cone penetrometerby P.U. Kurup, S. Robertson, J.H. Cho and R. Nagarajan

Paper # 1-09CPT sleeve friction resistance – geotechnical practice in Russiaby I.B. Ryzhkov & O.N. Isaev

Paper # 1-10A new CPTU preventing loss of pore pressure gauge saturationby Thomas Sandene & Arnfinn Emdal

Paper # 1-11Accuracy and repeatability of CPT sleeve friction measurementsby K. Cabal & P.K. Robertson

Paper # 1-12Performance of an innovative direct-push piston sampler in soft clayby Jubert A. Pineda, Allan McConnell & Richard B. Kelly

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Paper # 1-13Additional parameters measured in a single CPT using click-on modulesby Mauricio Coto Loria, Luis A. Vargas Herrera & Onne Storteboom

Paper # 1-14Dye based laser-induced fluorescence sensing of chlorinated solvent DNAPLsby R.W. St. Germain, M.D. Einarson, A. Fure, S. Chapman & B. Parker

Paper # 2-01Properties of genetically different Russian soils derived from CPTby V.I.Kashirsky, R.S. Ziangirov and M.S. Dergachev

Paper # 2-02On The Interpretation of Piezocone Dissipation Testing Databy F. M. Mantaras, E. Odebrecht & F. Schnaid

Paper # 2-03Using piezocone dissipation test to estimate the undrained shear strength in cohesive soilby F.M. Mantaras, E. Odebrecht & F. Schnaid

Paper # 2-04Cavity expansion analysis for interpretation of CPT data in layered soilsby P.Q. Mo, A.M. Marshall & H.S. Yu

Paper # 2-05Experimental study of sand deformations during a CPTby A.V. Melnikov & G.G. Boldyrev

Paper # 2-06Evaluation of CPT unit weight correlations on Indian offshore calcareous fine-grained soilsby R.K. Ghanekar

Paper # 2-07Identifying critical layers using SCPT and seismic source moveoutby Erick Baziw & Gerald Verbeek

Paper # 2-08Total internal reflections in the analysis of downhole seismic testing databy Erick Baziw & Gerald Verbeek

Paper # 2-09Applicability of existing CPT, SPT and soil parameter correlations for Bangladeshby H.M. Mominul, M.A. Ansary & M.J. Abedin

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Paper # 2-10Bayesian interpretation of cone penetration test databy Y. Wang, K. Huang & Z. Cao

Paper # 2-11Relationship between CPT parameters and properties of saturated ultra-soft clays in the Pearl River deltaby Z.M. Li

Paper # 2-12Field observations of CPT penetration rate effects in Burswood clayby Field observations of CPT penetration rate effects in Burswood clay

Paper # 2-13Rate dependence of qc in two clayey sandsby Y. Suzuki & B. M. Lehane

Paper # 2-14Numerical study of rate effects in cone penetration testby Daichao Sheng, Richard Kelly, Jubert Pineda & Lachlan Bates

Paper # 2-15The use of the CPT in deltaic deposits in Northern Africaby M.D. Boone, W.P. Duffy & M.R. Lewis

Paper # 2-16Use of CPTu to assess sensitivity of a polymer-treated slurryby D. Reid & A.B. Fourie

Paper # 2-17T-bar tests in soft and sensitive Swedish claysby R. Larsson, H. Åhnberg & D. Schälin

Paper # 2-18Scale effect of cone penetration in sandby W. Wu & S. Ladjal

Paper # 2-19Piezoball Tests in Soft Irish Clayby M.Long, C.Colreavy, D.Ward & P.Quigley

Paper # 2-20A Critical State framework for seismic soil liquefaction triggering using CPTby Robb Eric S. Moss

Paper # 2-21Perpetual source SCPTu: signal stacking shear waves during continuous penetrationby M.A. Styler, J.A. Howie & J.T. Sharp

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Paper # 2-22An evaluation of the UBC Lateral Stress Moduleby An evaluation of the UBC Lateral Stress Module

Paper # 2-23Shaft capacity observed in numerical simulation of multi-sleeve CPTby J. Butlanska, M. Arroyo & A. Gens

Paper # 2-24Numerical modelling of CPT in clay to evaluate bearing capacity for shallow foundationsby T. Boufrina & A. Bouafia

Paper # 2-25Evaluation of CPT based methods for assessment of hydraulic conductivityby T. Vienken, M. Kreck & P. Dietrich

Paper # 2-26Use of functional cluster analysis for grouping homogenous CPTU characteristicsby Zb. Młynarek, J. Wierzbicki & W. Wołyński

Paper # 2-27Geotechnical characteristics of shallow soil formations at Boubyan Island, Kuwaitby A. El-Nahas, B. Chitambira, J. White & D. Brew

Paper # 2-28Evaluation of pre-bored and push-in pressuremeter results compared to seismic CPTu in Miocene-aged fine grain soilPaper # 2-29Sand compressibility aspects related to CPTby S.M. Ahmed, S.W. Agaiby & P.W. Mayne

Paper # 2-30Case studies of CPT site specific correlation with normalized soil behavior type evaluation and fines contentby Jonathan. W. Pease

Paper # 2-31Direct estimation of snow density using CPTby A.B. McCallum

Paper # 2-32Applicability of the resistivity cone to identify capillary fringeby L. G. Campos & A. S. P. Peixoto

Paper # 2-33

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Small strain shear modulus of marine clays from CPTby H.Q. Nguyen, D.J. DeGroot & T. Lunne

Paper # 2-34Overburden normalization of CPT data in sands to claysby I.P. Maki, R.W. Boulanger, J.T. DeJong & R.A. Jaeger

Paper # 2-35Estimation of soil type behavior based on shear wave velocity and normalized cone data in the north of Denmarkby Sarah Firouzianbandpey, Lars Bo Ibsen and Lars Vabbersgaard Andersen

Paper # 2-36CPT-based compressibility assessment of soilsby F. Ciloglu, K.O. Cetin & A. O. Erol

Paper # 2-37Characterisation of two dense sand sites in Ireland using in-situ testingby G. Murphy, P. Doherty, K. Gavin, D. Cadogan & D. Ward

Paper # 2-38Determination of a dynamic Young’s modulus from in-situ testsby P. Doherty, G. Murphy, D. Igoe, K. Gavin & J. Donohoe

Paper # 2-39Effects of state parameter, fines content, and overburden stress on CPT resistance in silty sandsby R. A. Jaeger, J. T. DeJong, R. W. Boulanger & I. P. Maki

Paper # 2-40Large deformation finite element analysis of CPT on strain softening, rate dependent non-homogeneous clayby J. Zheng, M.S. Hossain & D. Wang

Paper # 2-41aCPTu pore water pressure dissipation tests in saline environmentby E. Imre, T. Firgi, M. Juhász, M. Hazay, M. Hegedűs, Zs. Bakacsi & V. P. Singh

Paper # 2-41bCPTu simple dissipation tests in saline environnentby E. Imre, M. Juhász, V. Józsa, M. Hegedűs, B. Biró & V. P. Singh

Paper # 2-42Evaluation of unit weight from SCPTu in soft marine Jiangsu claysby G.J. Cai, S.Y. Liu, T. Zhang, H.F. Zou & A.J. Puppala

Paper # 2-43SPT-CPT Correlations for Nile Delta Silty Sand Deposits in Egyptby M.M. Shahien & A.H. Albatal

Paper # 2-44

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Behaviour of miniature penetrometers in geotechnical centrifugeby J.R.M.S. Oliveira, M.S.S. Almeida & M.C.F. Almeida

Paper # 2-45CPT-SPT correlations in fluvial soils in Turkeyby S. Sert, E. Bol & A. Ozocak

Paper # 2-46Estimating rigidity index (IR) based on CPT measurementsby C.P. Krage, N.S. Broussard & J.T. DeJong

Paper # 2-47Variable rate CPTU in liquefaction-prone silty sand deposits of the Emilia-Romagna Region (Italy)by M.F. García Martínez, L. Tonni & M. Romagnoli

Paper # 2-48Primary and secondary compression characteristics of silts from CPTU: lessons learnt from the Venetian Lagoon sedimentsby P. Simonini & L. Tonni

Paper # 2-49Shear strength evaluation of preloaded stabilized dredged sediments using CPTby G.P. Makusa, H. Mattsson & S. Knutsson

Paper # 2-50CPT testing in Dublin Boulder Clayby Brendan C. O’Kelly

Paper # 2-51 EAAssessment and comparison of displaced and sensed volumes for common in-situ devices and measurementsby J. Su, G.L. Hebeler & J. D. Frost

Paper # 3-01Dynamic soil-structure interaction modeling using stiffness derived from in-situ Cone Penetration Testsby L. J. Prendergast, K. Gavin & D. Igoe

Paper # 3-02Assessment of soil parameters via CPT in numerical modeling of a continuous flight auger pileby Jean Rodrigo Garcia & Paulo José Rocha de Albuquerque

Paper # 3-03Driven cast-in-situ piles in granular soil: applicability of CPT methods for pile capacityby K.N. Flynn, B.A. McCabe & D. Egan

Paper # 3-04

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Comparison of observed and calculated earthquake-induced settlements at 6 sites in Christchurch, NZby S. A. Bastani

Paper # 3-05Fault study using CPT, drill and trenching databy T. F. Blake and G.S. Denlinger

Paper # 3-06CPTU in innovative contractingby J. Kammer, G.L. Hansen, R. Hammami, J. Frederiksen, P. Morrison & N. Mortensen

Paper # 3-07Soil compaction after vibro-compaction and vibro-concrete-columnsby M. Premstaller

Paper # 3-08Axial pile capacity within an elastic continuum framework in Virginia’s Coastal Plainby C.L. Cox, P.E. & S.A. Barnhill, P.E.

Paper # 3-09Effect of artesian groundwater condition on field test resultsby Tianfei Liao & John R. Davie

Paper # 3-10Site characterization of offshore glacial-marine sediment by continuous CPTu and piston samplingby A. A. Saleh, H. Q. Nguyen, D. J. DeGroot & R. L. Little

Paper # 3-11CPTu-based state characterization of tailings liquefaction susceptibilityby Christina Winckler, Richard Davidson, Lisa Yenne and Joergen Pilz

Paper # 3-12Assessment of cyclic liquefaction of silt based on two simplified procedures from piezocone testsby H.F. Zou, S.Y. Liu, G.J. Cai, G.Y. Du & A.J. Puppala

Paper # 3-14P-Y curves from the CPT test for laterally loaded single piles in sandby Ali Bouafia

Paper # 3-15Uncertainty of soil data spatial distribution between CPT points and its impact on soil-footing-structure system behaviorby V.A. Barvashov, G.G. Boldyrev, R.M. Ziangirov, V.I. Kashirsky, O.R. Ozmidov & A.I.Naidenov

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Paper # 3-16Geotechnical design in Toronto waterfront organic soilsby A.Drevininkas

Paper # 3-17Ground improvement quality assurance with CPTuby A. Drevininkas

Paper # 3-18The correlation between the dynamic behavior of coal mine tailings and the CPTby A. Salehian & M.E. Kalinski

Paper # 3-19Innovative techniques for CPT operation and interpretation of LIF resultsby J.M. Finegan & J. Stock

Paper # 3-20Calibration of resistance factors for CPT-based design methods of axially load driven pilesby M. Abu-Farsakh, S. Yoon, C. Tsai & Z. Zhang

Paper # 3-21Evaluating rolling dynamic compaction of fill using CPTby B.T. Scott & M.B. Jaksa

Paper # 3-22Estimating soil fines contents from CPT databy F. Yi

Paper # 3-23Failure mechanism and interpretation of CPTU in silty soilsby P. Paniagua, A. Emdal & S. Nordal

Paper # 3-24Evaluation of multi-helix screw pile capacity in a silty clay soil using CPTuby K. V. Pardoski

Paper # 3-25Numerically derived CPT based p-y curves for a soft clay modeled as an elastic perfectly plastic materialby P. Truong and B.M. Lehane

Paper # 3-26Novel applications of CPT for verification of ground improvement projectsby T.V. Nguyen and L. Shao

Paper # 3-27

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CPT/CPTu pile capacity prediction methods- question timeby G. Togliani & G.R.Reuter

Paper # 3-27CPT/CPTu pile capacity prediction methods - question timeby G. Togliani & G.R. Reuter

Paper # 3-28Verification of compaction grouting program using CPT in liquefiable soilsby R. C. Lamb & Z. Wang

Paper # 3-29Verification of numerically derived CPT based p-y curves for piles in sandby S. Suryasentana & B. M. Lehane

Paper # 3-30Experimentally derived CPT-based p-y curves for soft clayby F. Guo and B.M. Lehane

Paper # 3-31Rapid mapping and characterization of localized subgrade anomalies under a deep fill using the CPTby Girish Agrawal

Paper # 3-32CPT at a liquefaction affected site through the Canterbury earthquake seriesby P. J. Malan & J. L. Simpson

Paper # 3-33An innovative method to evaluate degree of compaction of river embankments using CPTby B. Cosanti, D. C. F. Lo Presti, N. Squeglia

Paper # 3-34Evaluating liquefaction potential of soils using CPT: a case study in the central Po River Plain, Italyby D. C. F. Lo Presti & C. Meisina

Paper # 3-36Mechanical characterization of MSW using CPTu testsby P. Lapeña, J. Cañizal, A. Martínez Parra & M. Devincenci

Paper # 3-37Ageing effects and CPT based design methods for driven piles in sandsby D. Igoe, L. Kirwan & K.G. Gavin

Paper # 3-39

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CPTu at a municipal solid waste site in Delhi, Indiaby B.J. Ramaiah & G.V. Ramana

Paper # 3-40Use of CPT for stability and performance evaluation of Mississippi River Revetment slope in New Orleansby M. Ghose Hajra & D. McFadden

Paper # 3-41Pile axial load-displacement response from geophysical component of seismic CPTby F.S. Niazi, P.W. Mayne & D.J. Woeller

Paper # 3-42CPT based settlement prediction over California soft rockby S. A. Bastani, G. P. Silver, and D. R. Atkinson

Paper # 3-43Stress monitoring using a raked CPTu during screw auger pile installationby M.D. Larisch, D.J. Williams, A. Scheuermann & A. McConnell

Paper # 3-44Role of CPTu in design of large Atlantic port terminal in Costa Ricaby J.M. Eller, N.J. McCullough, L.A. Vargas-Herrera & M. Coto-Loría

Paper # 3-45The use of the resistivity piezocone as a high resolution site characterization tool in Brazilby M. T. Riyis, R. M. Derrite, M. T. Riyis & H. L. Giacheti

Paper # 3-46Comparison of CPTu and SDMT after 2012 Samara Earthquake, Costa Rica: liquefaction case studiesby S. Amoroso, P. Monaco, L.A. Vargas-Herrera & M. Coto-Loria

Paper # 3-47Site characterization by CPTu, SDMT and PMT tests forby S. Amoroso, B. Dumolard, S. Lambert, F. Barbet & S. Dumoulin

Paper # 3-48Use of Wissa’s piezo-probe for prediction of post-construction settlements in soft clayby M. Baroni, M.E.S. Marques & M.S.S. de Almeida

Paper # 3-49Prediction of model bored pile behaviour using CPT interpretationby D. Cadogan & D. Ward

Paper # 3-50Use of CPT for design, monitoring, and performance verification of

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compaction projectsby K. Rainer Massarsch & B. H. Fellenius

Paper # 3-51Using piezocone to assess strength gain of gold tailings in semi-arid environmentby P.J. Chapman & M.A.B. Shelbourn

Paper # KN 2Interpretation of geotechnical parameters from seismic piezocone testsby P.W. Mayne

Paper # KN 3CPT-based liquefaction assessments in Christchurch, New Zealandby J.D. Bray, J.D. Zupan, M. Cubrinovski & M. Taylor

Paper # KN-1Keynote 1 Presentation: Accuracy of CPTby J. Peuchen

Paper # KN-2Keynote 2 Presentation: Interpretation of CPTby P. Mayne

Paper # KN-3Keynote 3 Presentation: Applications of CPTby J. Bray

Paper # KN-4Keynote 4 Presentation: Historic Overview of CPTby R. Massarsch

Paper # SR-1bSession Report 1b: Equipment and Proceduresby A.Barwise

Paper # SR-2Session Report 2: CPT Interpretationby T. Lunne, S. Yang, F. Schnaid

Paper # SR-3Session Report 3: Applicationsby B.Lehane

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