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      Cone Penetration Testing 2018
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      Book

      Cone Penetration Testing 2018

      DOI link for Cone Penetration Testing 2018

      Cone Penetration Testing 2018 book

      Proceedings of the 4th International Symposium on Cone Penetration Testing (CPT'18), 21-22 June, 2018, Delft, The Netherlands

      Cone Penetration Testing 2018

      DOI link for Cone Penetration Testing 2018

      Cone Penetration Testing 2018 book

      Proceedings of the 4th International Symposium on Cone Penetration Testing (CPT'18), 21-22 June, 2018, Delft, The Netherlands
      Edited ByMichael A. Hicks, Federico Pisanò, Joek Peuchen
      Edition 1st Edition
      First Published 2018
      eBook Published 7 June 2018
      Pub. Location London
      Imprint CRC Press
      DOI https://doi.org/10.1201/9780429505980
      Pages 756
      eBook ISBN 9780429505980
      Subjects Engineering & Technology
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      Get Citation

      Hicks, M.A., Pisanò, F., & Peuchen, J. (Eds.). (2018). Cone Penetration Testing 2018: Proceedings of the 4th International Symposium on Cone Penetration Testing (CPT'18), 21-22 June, 2018, Delft, The Netherlands (1st ed.). CRC Press. https://doi.org/10.1201/9780429505980

      ABSTRACT

      Cone Penetration Testing 2018 contains the proceedings of the 4th International Symposium on Cone Penetration Testing (CPT’18, Delft, The Netherlands, 21-22 June 2018), and presents the latest developments relating to the use of cone penetration testing in geotechnical engineering. It focuses on the solution of geotechnical challenges using the cone penetration test (CPT), CPT add-on measurements and companion in-situ penetration tools (such as full flow and free fall penetrometers), with an emphasis on practical experience and application of research findings. The peer-reviewed papers have been authored by academics, researchers and practitioners from many countries worldwide and cover numerous important aspects, ranging from the development of innovative theoretical and numerical methods of interpretation, to real field applications.

      This is an Open Access ebook, and can be found on www.taylorfrancis.com.

      TABLE OF CONTENTS

      part 1|1 pages

      Keynote papers

      chapter 1|21 pages

      Penetrometer equipment and testing techniques for offshore design of foundations, anchors and pipelines

      ByM.F. Randolph, S.A. Stanier, C.D. O’Loughlin, S.H. Chow, B. Bienen, J.P. Doherty, H. Mohr, R. Ragni, M.A. Schneider, D.J. White, J.A. Schneider

      Size: 19.68 MB

      chapter 2|20 pages

      Inverse filtering procedure to correct cone penetration data for thin-layer and transition effects

      ByR.W. Boulanger, J.T. DeJong

      Size: 17.10 MB

      chapter 3|17 pages

      Use of CPT for the design of shallow and deep foundations on sand

      ByK.G. Gavin

      Size: 10.37 MB

      part 2|1 pages

      CPT’18 papers

      chapter 4|7 pages

      Evaluating undrained rigidity index of clays from piezocone data

      ByS.S. Agaiby, P.W. Mayne

      Size: 4.35 MB

      chapter 5|6 pages

      On the use of CPT for the geotechnical characterization of a normally consolidated alluvial clay in Hull, UK

      ByL. Allievi, T. Curran, R. Deakin, C. Tyldsley

      Size: 2.32 MB

      chapter 6|6 pages

      New vibratory cone penetration device for in-situ measurement of cyclic softening

      ByD. Al-Sammarraie, S. Kreiter, F.T. Stähler, M. Goodarzi, T. Mörz

      Size: 5.43 MB

      chapter 7|7 pages

      Estimation of geotechnical parameters by CPTu and DMT data: A case study in Emilia Romagna (Italy)

      ByS. Amoroso, P. Monaco, L. Minarelli, M. Stefani, D. Marchetti

      Size: 5.40 MB

      chapter 8|7 pages

      Cone penetration testing on liquefiable layers identification and liquefaction potential evaluation

      ByE. Anamali, L. Dhimitri, D. Ward, J.J.M. Powell

      Size: 6.82 MB

      chapter 9|7 pages

      Dutch field tests validating the bearing capacity of Fundex piles

      ByS. Van Baars, S. Rica, G.A. De Nijs, G.J.J. De Nijs, H.J. Riemens

      Size: 3.10 MB

      chapter 10|7 pages

      Estimation of spatial variability properties of mine waste dump using CPTu results—case study

      ByI. Bagińska, M. Kawa, W. Janecki

      Size: 2.14 MB

      chapter 11|5 pages

      Strength parameters of deltaic soils determined with CPTU, DMT and FVT

      ByL. Bałachowski, K. Międlarz, J. Konkol

      Size: 1.76 MB

      chapter 12|6 pages

      Estimation of the static vertical subgrade reaction modulus ks from CPT

      ByN. Barounis, J. Philpot

      Size: 2.50 MB

      chapter 13|7 pages

      Estimation of in-situ water content and void ratio using CPT for saturated sands

      ByN. Barounis, J. Philpot

      Size: 5.55 MB

      chapter 14|6 pages

      NMO-SCTT: A unique SCPT tomographic imaging algorithm

      ByErick Baziw, Gerald Verbeek

      Size: 3.51 MB

      chapter 15|7 pages

      Effect of piezocone penetration rate on the classification of Norwegian silt

      ByA. Bihs, S. Nordal, M. Long, P. Paniagua, A. Gylland

      Size: 1.55 MB

      chapter 16|6 pages

      Quantifying the effect of wave action on seabed surface sediment strength using a portable free fall penetrometer

      ByC. Bilici, N. Stark, A. Albatal, H. Wadman, J.E. McNinch

      Size: 3.74 MB

      chapter 17|7 pages

      Interpretation of seismic piezocone penetration test and advanced laboratory testing for a deep marine clay

      ByM.D. Boone, P.K. Robertson, M.R. Lewis, D.E. Gerken, W.P. Duffy

      Size: 7.29 MB

      chapter 18|7 pages

      CPT-based liquefaction assessment of CentrePort Wellington after the 2016 Kaikoura earthquake

      ByJ.D. Bray, M. Cubrinovski, C. de la Torre, E. Stocks, T. Krall

      Size: 7.66 MB

      chapter 19|6 pages

      Use of CPTu for design, monitoring and quality assurance of DC/DR ground improvement projects

      ByAymen Brik, Peter K. Robertson

      Size: 2.26 MB

      chapter 20|6 pages

      Cost effective ground improvement solution for large scale infrastructure project

      ByAymen Brik, David Tonks

      Size: 2.01 MB

      chapter 21|7 pages

      Evaluation of existing CPTu-based correlations for the deformation properties of Finnish soft clays

      ByBruno Di Buò, Juha Selänpää, Tim Länsivaara, Marco D’Ignazio

      Size: 3.76 MB

      chapter 22|6 pages

      Ultimate capacity of the drilled shaft from CPTu test and static load test

      ByM.A. Camacho, J. Mejia, C.B. Camacho, W. Heredia, L.M. Salinas

      Size: 5.25 MB

      chapter 23|6 pages

      Interpreting properties of glacial till from CPT and its accuracy in determining soil behaviour type when applying it to pile driveability assessments

      ByA. Cardoso, S. Raymackers, J. Davidson, S. Meissl

      Size: 3.00 MB

      chapter 24|8 pages

      Variable rate of penetration and dissipation test results in a natural silty soil

      ByR. Carroll, P. Paniagua

      Size: 1.78 MB

      chapter 25|7 pages

      Rapid penetration of piezocones in sand

      ByS.H. Chow, B. Bienen, M.F. Randolph

      Size: 2.13 MB

      chapter 26|6 pages

      Applying Bayesian updating to CPT data analysis

      ByS. Collico, N. Perez, M. Devincenzi, M. Arroyo

      Size: 2.00 MB

      chapter 27|7 pages

      Geotechnical characterization of a very soft clay deposit in a stretch ofroad works

      ByR.Q. Coutinho, H.T. Barbosa, A.D. Gusmão

      Size: 3.41 MB

      chapter 28|6 pages

      Analysis of drainage conditions for intermediate soils from the piezocone tests

      ByR.Q. Coutinho, F.C. Mellia

      Size: 3.39 MB

      chapter 29|7 pages

      Behaviour of granitic residual soils assessed by SCPTu and other in-situ tests

      ByN. Cruz, J. Cruz, C. Rodrigues, M. Cruz, S. Amoroso

      Size: 1.88 MB

      chapter 30|6 pages

      Rate effect of piezocone testing in two soft clays

      ByF.A.B. Danziger, G.M.F. Jannuzzi, A.V.S. Pinheiro, M.E.S. Andrade, T. Lunne

      Size: 2.02 MB

      chapter 31|7 pages

      A modified CPT based installation torque prediction for large screw piles in sand

      ByC. Davidson, T. Al-Baghdadi, M. Brown, A. Brennan, J. Knappett, C. Augarde, W. Coombs, L. Wang, D. Richards, A. Blake, J. Ball

      Size: 0.92 MB

      chapter 32|6 pages

      Effects of clay fraction and roughness on tension capacity of displacement piles

      ByL.V. Doan, B.M. Lehane

      Size: 3.25 MB

      chapter 33|6 pages

      Shaft resistance of non-displacement piles in normally consolidated clay

      ByL.V. Doan, B.M. Lehane

      Size: 2.82 MB

      chapter 34|6 pages

      Effects of partial drainage on the assessment of the soil behaviour type using the CPT

      ByL.V. Doan, B.M. Lehane

      Size: 3.85 MB

      chapter 35|7 pages

      Analysis of CPTU data for the geotechnical characterization of intermediate sediments

      ByM.F. García Martínez, L. Tonni, G. Gottardi, I. Rocchi

      Size: 3.63 MB

      chapter 36|6 pages

      Detection of soil variability using CPTs

      ByT. de Gast, P.J. Vardon, M.A. Hicks

      Size: 0.96 MB

      chapter 37|7 pages

      MPM simulation of CPT and model calibration by inverse analysis

      ByP. Ghasemi, M. Calvello, M. Martinelli, V. Galavi, S. Cuomo

      Size: 5.13 MB

      chapter 38|6 pages

      Challenges in marine seismic cone penetration testing

      ByP. Gibbs, R.B. Pedersen, L. Krogh, N. Christopher, B. Sampurno, S.W. Nielsen

      Size: 2.20 MB

      chapter 39|7 pages

      Numerical simulation of cone penetration test in a small-volume calibration chamber: The effect of boundary conditions

      ByM. Goodarzi, F.T. Stähler, S. Kreiter, M. Rouainia, M.O. Kluger, T. Mörz

      Size: 1.99 MB

      chapter 40|6 pages

      Transition- and thin layer corrections for CPT based liquefaction analysis

      ByJ. de Greef, H.J. Lengkeek

      Size: 3.76 MB

      chapter 41|6 pages

      Soil classification of NGTS sand site (Øysand, Norway) based on CPTU, DMT and laboratory results

      ByA.S. Gundersen, S. Quinteros, J.S. L’Heureux, T. Lunne

      Size: 4.95 MB

      chapter 42|6 pages

      Numerical study of anisotropic permeability effects on undrained CPTu penetration

      ByL. Hauser, H.F. Schweiger, L. Monforte, M. Arroyo

      Size: 1.50 MB

      chapter 43|4 pages

      Evaluating undrained shear strength for peat in Hokkaido from CPT

      ByH. Hayashi, T. Yamanashi

      Size: 1.49 MB

      chapter 44|7 pages

      Interpreting improved geotechnical properties from RCPTUs in KCl-treated quick clays

      ByT.E. Helle, M. Long, S. Nordal

      Size: 2.62 MB

      chapter 45|4 pages

      Some experiences using the piezocone in Mexico

      ByE. Ibarra-Razo, R. Flores-Eslava, I. Rivera-Cruz, J.L. Rangel-Núñez

      Size: 2.46 MB

      chapter 46|7 pages

      Evaluation of complex and/or short CPTu dissipation tests

      ByE. Imre, T. Schanz, S. Fityus

      Size: 2.30 MB

      chapter 47|5 pages

      New Russian standard CPT application for soil foundation control on permafrost

      ByO.N. Isaev, R.F. Sharafutdinov, N.G. Volkov, M.A. Minkin, G.Y. Dmitriev, I.B. Ryzhkov

      Size: 0.10 MB

      chapter 48|6 pages

      Thermophysical finite element analysis of thawing of frozen soil by means of HT-CPT cone penetrometer

      ByO.N. Isaev, R.F. Sharafutdinov, D.S. Zakatov

      Size: 5.63 MB

      chapter 49|6 pages

      Large deformation modelling of CPT probing in soft soil—pore water pressure analysis

      ByJ. Konkol, L. Bałachowski

      Size: 1.47 MB

      chapter 50|6 pages

      The use of neural networks to develop CPT correlations for soils in northern Croatia

      ByM.S. Kovacevic, K.G. Gavin, C. Reale, L. Libric

      Size: 1.57 MB

      chapter 51|6 pages

      CPT in thinly inter-layered soils

      ByD.A. de Lange, J. Terwindt, T.I. van der Linden

      Size: 1.45 MB

      chapter 52|6 pages

      CPT based unit weight estimation extended to soft organic soils and peat

      ByH.J. Lengkeek, J. de Greef, S. Joosten

      Size: 4.20 MB

      chapter 53|6 pages

      Impact of sample quality on CPTU correlations in clay—example from the Rakkestad clay

      ByJ.S. L’Heureux, A.S. Gundersen, M. D’Ignazio, T. Smaavik, A. Kleven, M. Rømoen, K. Karlsrud, P. Paniagua, S. Hermann

      Size: 6.14 MB

      chapter 54|6 pages

      Use of the free fall cone penetrometer (FF-CPTU) in offshore landslide hazard assessment

      ByJ.S. L’Heureux, M. Vanneste, A. Kopf, M. Long

      Size: 4.46 MB

      chapter 55|3 pages

      Fibre optic cone penetrometer

      ByP. Looijen, N. Parasie, D. Karabacak, J. Peuchen

      Size: 1.55 MB

      chapter 56|6 pages

      Some considerations related to the interpretation of cone penetration tests in sulphide clays in eastern Sweden

      ByA.B. Lundberg, E.A. Alderlieste

      Size: 2.28 MB

      chapter 57|6 pages

      Effect of cone penetrometer type on CPTU results at a soft clay test site in Norway

      ByT. Lunne, S. Strandvik, K. Kåsin, J.S. L’Heureux, E. Haugen, E. Uruci, A. Veldhuijzen, M. Carlson, M. Kassner

      Size: 6.76 MB

      chapter 58|7 pages

      Evaluation of CPTU Nkt cone factor for undrained strength of clays

      ByP.W. Mayne, J. Peuchen

      Size: 4.02 MB

      chapter 59|4 pages

      Applying breakage mechanics theory to estimate bearing capacity from CPT in polar snow

      ByA.B. McCallum

      Size: 0.31 MB

      chapter 60|6 pages

      Empirical correlations to improve the use of mechanical CPT in the liquefaction potential evaluation and soil profile reconstruction

      ByC. Meisina, S. Stacul, D.C. Lo Presti

      Size: 2.67 MB

      chapter 61|6 pages

      Rigidity index (IR ) of soils of various origin from CPTU and SDMT tests

      ByZ. Młynarek, J. Wierzbicki, K. Stefaniak

      Size: 2.25 MB

      chapter 62|7 pages

      A state parameter-based cavity expansion analysis for interpretation of CPT data in sands

      ByP.Q. Mo, H.S. Yu

      Size: 6.31 MB

      chapter 63|6 pages

      Permeability estimates from CPTu: A numerical study

      ByL. Monforte, M. Arroyo, A. Gens, C. Parolini

      Size: 2.32 MB

      chapter 64|7 pages

      Pore pressure measurements using a portable free fall penetrometer

      ByM.B. Mumtaz, N. Stark, S. Brizzolara

      Size: 3.10 MB

      chapter 65|7 pages

      Influence of soil characteristics on cone and ball strength factors: Case studies

      ByT.D. Nguyen, S.G. Chung

      Size: 3.41 MB

      chapter 66|6 pages

      A method for predicting the undrained shear strength from piezocone dissipation test

      ByE. Odebrecht, F.M.B. Mantaras, F. Schnaid

      Size: 3.59 MB

      chapter 67|7 pages

      Realistic numerical simulations of cone penetration with advanced soil models

      ByZhandos Y. Orazalin, Andrew J. Whittle

      Size: 6.46 MB

      chapter 68|7 pages

      Calibrating NTH method for ϕ′ in clayey soils using centrifuge CPTu

      ByZ. Ouyang, P.W. Mayne

      Size: 3.52 MB

      chapter 69|6 pages

      CPT interpretation and correlations to SPT for near-shore marine Mediterranean soils

      ByS. Papamichael, C. Vrettos

      Size: 2.72 MB

      chapter 70|7 pages

      Characterization of a dense deep offshore sand with CPT and shear wave velocity profiling

      ByJ.G. Parra, A. Veracoechea, N. Vieira

      Size: 4.09 MB

      chapter 71|5 pages

      Calibration of cone penetrometers in accredited laboratory

      ByJ. Peuchen, D. Kaltsas, G. Sinjorgo

      Size: 3.23 MB

      chapter 72|6 pages

      Defining geotechnical parameters for surface-laid subsea pipe-soil interaction

      ByJ. Peuchen, Z. Westgate

      Size: 1.48 MB

      chapter 73|7 pages

      Shallow depth characterisation and stress history assessment of an over-consolidated sand in Cuxhaven, Germany

      ByV.S. Quinteros, T. Lunne, L. Krogh, R. Bøgelund-Pedersen, J. Brink Clause

      Size: 4.91 MB

      chapter 74|6 pages

      Assessment of pile bearing capacity and load-settlement behavior, based on Cone Loading Test (CLT) results

      ByPh. Reiffsteck

      Size: 4.42 MB

      chapter 75|6 pages

      CPT based settlement prediction of shallow footings on granular soils

      ByJ. Rindertsma, W.J. Karreman

      Size: 2.38 MB

      chapter 76|6 pages

      Analysis of acceleration and excess pore pressure data of laboratory impact penetrometer tests in remolded overconsolidated cohesive soils

      ByR. Roskoden, A. Kopf, T. Mörz, S. Kreiter

      Size: 1.37 MB

      chapter 77|5 pages

      CPT-based parameters of pile lengths in Russia

      ByI.B. Ryzhkov

      Size: 0.35 MB

      chapter 78|6 pages

      Comparison of settlements obtained from zone load tests and those calculated from CPT and PMT results

      ByA. Sbitnev

      Size: 0.68 MB

      chapter 79|7 pages

      Direct use of CPT data for numerical analysis of VHM loading of shallow foundations

      ByJ.A. Schneider

      Size: 3.24 MB

      chapter 80|7 pages

      Evaluation of existing CPTu-based correlations for the undrained shear strength of soft Finnish clays

      ByJ. Selänpää, B. Di Buò, M. Haikola, T. Länsivaara

      Size: 2.61 MB

      chapter 81|6 pages

      Applications of RCPTU and SCPTU with other geophysical test methods in geotechnical practice

      ByZ. Skutnik, M. Bajda, M. Lech

      Size: 5.52 MB

      chapter 82|6 pages

      CPT in a tropical collapsible soil

      ByC.S.M. Soares, F.A.B. Danziger, G.M.F. Jannuzzi, I.S.M. Martins, M.E.S. Andrade

      Size: 5.20 MB

      chapter 83|7 pages

      Liquefaction resistance by static and vibratory cone penetration tests

      ByF.T. Stähler, S. Kreiter, M. Goodarzi, D. Al-Sammarraie, T. Mörz

      Size: 0.70 MB

      chapter 84|6 pages

      In situ characterisation of gas hydrate-bearing clayey sediments in the Gulf of Guinea

      ByF. Taleb, S. Garziglia, N. Sultan

      Size: 2.31 MB

      chapter 85|5 pages

      Gas effect on CPTu and dissipation test carried out on natural soft-soil of Barcelona Port

      ByD. Tarragó, A. Gens

      Size: 4.05 MB

      chapter 86|5 pages

      Comparison of cavity expansion and material point method for simulation of cone penetration in sand

      ByFaraz S. Tehrani, Galavi Vahid

      Size: 2.17 MB

      chapter 87|6 pages

      Soil behavior and pile design: Lesson learned from some prediction events—part 1: Aged and residual soils

      ByG. Togliani

      Size: 7.56 MB

      chapter 88|5 pages

      Soil behavior and pile design: Lesson learned from recent prediction events—part 2: Unusual NC soils

      ByG. Togliani

      Size: 5.20 MB

      chapter 89|6 pages

      A probabilistic approach to CPTU interpretation for regional-scale geotechnical modelling

      ByL. Tonni, M.F. García Martínez, I. Rocchi, S. Zheng, Z.J. Cao, L. Martelli, L. Calabrese

      Size: 7.49 MB

      chapter 90|7 pages

      CPTu-based soil behaviour type of low plasticity silts

      ByL.A. Torres-Cruz, N. Vermeulen

      Size: 0.95 MB

      chapter 91|6 pages

      Interpretation of soil stratigraphy and geotechnical parameters from CPTu at Bhola, Bangladesh

      ByZinan A. Urmi, M.A. Ansary

      Size: 4.00 MB

      chapter 92|7 pages

      Thermal Cone Penetration Test (T-CPT)

      ByP.J. Vardon, D. Baltoukas, J. Peuchen

      Size: 3.95 MB

      chapter 93|6 pages

      Development of numerical method for pile design to EC7 using CPT results

      ByJ.O. Vasconcelos, J. O’Donovan, P. Doherty, S. Donohue

      Size: 1.20 MB

      chapter 94|6 pages

      Prehistoric landscape mapping along the Scheldt by camera- and conductivity CPT-E

      ByJ. Verhegge, Ph. Crombé, M. van den Wijngaert

      Size: 5.10 MB

      chapter 95|7 pages

      Comparative analysis of liquefaction susceptibility assessment by CPTu and SPT tests

      ByA. Viana da Fonseca, C. Ferreira, A.S. Saldanha, C. Ramos, C. Rodrigues

      Size: 4.01 MB

      chapter 96|6 pages

      Application of CPT testing in permafrost

      ByN.G. Volkov, I.S. Sokolov, R.A. Jewell

      Size: 1.34 MB

      chapter 97|6 pages

      Comparison of mini CPT cone (2 cm2) vs. normal CPT cone (10 cm2 or 15 cm2) data, 2 case studies

      ByG.T. de Vries, C. Laban, E. Bliekendaal

      Size: 4.45 MB

      chapter 98|5 pages

      The development of “Push-heat”, a combined CPT-testing/thermal conductivity measurement system

      ByG.T. de Vries, R. Usbeck

      Size: 3.71 MB

      chapter 99|7 pages

      Free fall penetrometer tests in sand: Determining the equivalent static resistance

      ByD.J. White, C.D. O’Loughlin, N. Stark, S.H. Chow

      Size: 3.62 MB

      chapter 100|6 pages

      The variability of CPTU results on the AMU-Morasko soft clay test site

      ByJ. Wierzbicki, R. Radaszewski, M. Waliński

      Size: 3.57 MB

      chapter 101|6 pages

      Shear strengths determined for soil stability analysis using the digital Icone Vane

      ByM. Woollard, O. Storteboom, A.S. Damasco Penna, É.S.V. Makyama

      Size: 4.94 MB

      chapter 102|7 pages

      Metal objects detected and standard parameters measured in a single CPT using the Icone with Magneto click-on module

      ByM. Woollard, O. Storteboom, L. Gosnell, P. Baptie

      Size: 4.51 MB

      chapter 103|7 pages

      Simulation of liquefaction and consequences of interbedded soil deposits using CPT data

      ByFred Yi

      Size: 4.69 MB

      chapter 104|7 pages

      Correlations among SCPTU parameters of Jiangsu normally consolidated silty clays

      ByH. Zou, S. Liu, G. Cai, A.J. Puppala

      Size: 5.39 MB
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