Skip to main content
Taylor & Francis Group Logo
Advanced Search

Click here to search books using title name,author name and keywords.

  • Login
  • Hi, User  
    • Your Account
    • Logout
Advanced Search

Click here to search books using title name,author name and keywords.

Breadcrumbs Section. Click here to navigate to respective pages.

Book

Cone Penetration Testing 2018

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
Share
Share

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
T&F logoTaylor & Francis Group logo
  • Policies
    • Privacy Policy
    • Terms & Conditions
    • Cookie Policy
    • Privacy Policy
    • Terms & Conditions
    • Cookie Policy
  • Journals
    • Taylor & Francis Online
    • CogentOA
    • Taylor & Francis Online
    • CogentOA
  • Corporate
    • Taylor & Francis Group
    • Taylor & Francis Group
    • Taylor & Francis Group
    • Taylor & Francis Group
  • Help & Contact
    • Students/Researchers
    • Librarians/Institutions
    • Students/Researchers
    • Librarians/Institutions
  • Connect with us

Connect with us

Registered in England & Wales No. 3099067
5 Howick Place | London | SW1P 1WG © 2021 Informa UK Limited