ABSTRACT

This volume contains the proceedings of the 5th International Symposium on Cone Penetration Testing (CPT’22), held in Bologna, Italy, 8-10 June 2022. More than 500 authors - academics, researchers, practitioners and manufacturers – contributed to the peer-reviewed papers included in this book, which includes three keynote lectures, four invited lectures and 169 technical papers. The contributions provide a full picture of the current knowledge and major trends in CPT research and development, with respect to innovations in instrumentation, latest advances in data interpretation, and emerging fields of CPT application.

The paper topics encompass three well-established topic categories typically addressed in CPT events:

- Equipment and Procedures

- Data Interpretation

- Applications.

Emphasis is placed on the use of statistical approaches and innovative numerical strategies for CPT data interpretation, liquefaction studies, application of CPT to offshore engineering, comparative studies between CPT and other in-situ tests. Cone Penetration Testing 2022 contains a wealth of information that could be useful for researchers, practitioners and all those working in the broad and dynamic field of cone penetration testing.

part |52 pages

Keynote lectures

chapter |13 pages

New CPT methods for evaluation of the axial capacity of driven piles

ByB.M. Lehane, E. Bittar, S. Lacasse, Z. Liu, F. Nadim
Size: 0.96 MB

chapter |12 pages

Material Point Method simulations of cone penetration and CPT interpretation

ByR. Salgado, V. Bisht, M. Prezzi
Size: 1.05 MB
Size: 2.71 MB

part |54 pages

Invited papers

chapter |11 pages

Uncertainties associated with CPT data acquisition

ByR. Soage Santos
Size: 0.28 MB

chapter |15 pages

CPT equipment: Recent advances and future perspectives

ByD.J. White
Size: 1.12 MB
Size: 1.03 MB
Size: 1.11 MB

part |166 pages

Technical papers Session 1: Equipment and procedures

Size: 0.84 MB
Size: 0.92 MB

chapter |6 pages

Evaluation of parameters inducing desaturation of a piezocone: Saturation liquid viscosity and exposure to dry sand

ByG. De Backer, R.D. Verastegui-Flores, W. Vervaele, L. Vincke, K. Haelterman
Size: 0.84 MB

chapter |6 pages

Large diameter cone penetrometers: What is an appropriate location for the transition to the rod diameter?

ByD.A. de Lange, T.A. van Duinen, D.J. Peters
Size: 1.06 MB

chapter |6 pages

Issues related to piezocone sleeve friction measurement accuracy in soft sensitive clays

ByB. Di Buò, M. D’Ignazio, T. Länsivaara, M. Haikola
Size: 0.73 MB

chapter |6 pages

Flow cone–new CPTU add-on module trialled in Halden silt

ByA.S. Gundersen, T. Lunne, R. Stelzer, Ø. Blaker, G.W. Tucker, L. Krogh
Size: 1.05 MB

chapter |7 pages

Estimating in-situ frozen loamy soil viscosity from CPT

ByO.N. Isaev
Size: 0.83 MB

chapter |7 pages

Determination of natural stress state parameters for clay soils by using 3LSU-CPTU penetrometer

ByO.N. Isaev, R.F. Sharafutdinov, D.S. Zakatov
Size: 1.24 MB

chapter |6 pages

Towards correlating seabed penetrometer and chirp sonar measurements

ByR. Jaber, N. Stark
Size: 0.37 MB

chapter |6 pages

Development of free fall cone penetration testing system

ByHyoun Kang, Osoon Kwon, Changjoo Shin, Jungmin Seo, Insung Jang, Man Dong-Woo
Size: 0.82 MB
Size: 0.63 MB

chapter |7 pages

On the accuracy and precision of the seismic cone penetration test—a field test study on the seismic source

ByO. Koreta, A.H. Augustesen, L. Krogh, K. Lundvig, S. Bøtker-Rasmussen
Size: 0.91 MB

chapter |7 pages

The revival of multiple pore pressure measurements in the cone penetration test

ByT. Lunne, R.K. Ghanekar, G.W. Tucker, R. Santos, L. Krogh
Size: 1.03 MB

chapter |7 pages

Comparisons CPT-DMT in soft clay at Fucino-Telespazio GeoTest site

ByD. Marchetti, P. Monaco, G. Totani, F. Totani, S. Amoroso
Size: 0.55 MB

chapter |6 pages

An innovative new 3MPa CPT—to detect and measure very small fs values

ByA.J. McConnell, E.J.C. Wassenaar
Size: 1.05 MB

chapter |6 pages

Assessment of seismic cone penetration testing for small strain shear modulus

ByN. Parasie, T. Franken, J. Peuchen
Size: 0.21 MB

chapter |5 pages

Experimental procedure for checking the saturation degree of piezocone tips

ByI. Rocchi, L. Tonni, G. Gottardi, M. Marcolongo
Size: 0.42 MB

chapter |6 pages

Using penetrometer in situ and in box-core testing to obtain design information for lazy wave riser-soil interaction

ByO. Safaqah, H.E. Low, S. Pant, S. Ingarfield, M.F. Bransby, M.F. Randolph, Z.J. Westgate
Size: 0.91 MB

chapter |5 pages

Calibration of cone penetrometers according to International Organization for Standardization requirements

ByR. Soage Santos, E. Gómez Meyer, J. Peuchen, G. Yetginer, T. Lunne, T. Carrington
Size: 0.27 MB

chapter |4 pages

Long-term strength determination of frozen soils by CPT

ByIvan Sokolov, Nikolay Volkov
Size: 0.34 MB

chapter |6 pages

Efficiency examined of hands-free Cone Penetration Testing using the SingleTwist™ with COSON

ByO. Storteboom, M. Woollard, J. Verhagen
Size: 0.71 MB

chapter |6 pages

Sustainability in CPT practice: Hybrid CPT Track-Truck

ByO. Storteboom, M. Woollard, B. Ooms
Size: 1.10 MB

chapter |6 pages

Elastic soil properties investigated using seismic tests to complement the CPT

ByO. Storteboom, M. Woollard, J.L. Rangel-Núñez
Size: 0.77 MB

chapter |6 pages

Tensiocone: A cone penetrometer with the facility to measure negative pore-water pressure

ByA. Tarantino, A. Capotosto, F. Bottaro, M. Bellio, D. Gallipoli
Size: 0.64 MB

chapter |5 pages

New portable pressiocone system for carrying out CPT+FDP tests

ByG. Vinco, M. Sacchetto
Size: 0.61 MB
Size: 1.00 MB

chapter |6 pages

Development of an enhanced CPT system for Dogger Bank

ByTor Inge Yetginer-Tjelta, Simon Bøtker-Rasmussen, Mike Rose, Tom Lunne, Vaughan Meyer, Callum Duffy
Size: 0.62 MB

part |517 pages

Session 2: Interpretation

chapter |7 pages

CSi—a joint industry project into CPTUs in silty soils

ByA.H. Augustesen, P. Carotenuto, C. Bilici, T. Lunne, R.C.J. Lindeboom, L. Krogh, J. van den Bosch, R. Barth, C. Erbrich, S. Ingarfield, D. Giretti, V. Fioravante, H. Dias, M-C Sougle, A. Barwise, S. de Wit, D. Burbury, N. Adams
Size: 0.67 MB
Size: 0.54 MB

chapter |6 pages

CPT data interpretation for an improved characterization of the paleosol stratigraphy in the Po River Valley, Italy

ByI. Bertolini, M. Marchi, L. Tonni, G. Gottardi, L. Bruno, A. Amorosi
Size: 0.95 MB

chapter |6 pages

Application of CPT to the evaluation of permeability in a Po river embankment prone to backward erosion piping

ByIlaria Bertolini, Guido Gottardi, Michela Marchi, Laura Tonni, Agnese Bassi, Alessandro Rosso
Size: 0.80 MB

chapter |5 pages

Dissipation tests to evaluate the equilibrium pore pressure

ByF.A.B. Danziger, G.M.F. Jannuzzi, A.V.S. Pinheiro
Size: 0.68 MB
Size: 0.78 MB
Size: 0.78 MB

chapter |7 pages

Cone penetration testing to constrain the calibration process of a sand plasticity model for nonlinear deformation analysis

ByA. Chiaradonna, T.J. Carey, K. Ziotopoulou, J.T. DeJong
Size: 0.75 MB

chapter |7 pages

Probabilistic delineation of soil layers using Soil Behavior Type Index

ByS. Collico, M. Arroyo, M. DeVincenzi, A. Rodriguez, A. Deu
Size: 1.62 MB

chapter |6 pages

Clustering analysis to improve total unit weight prediction from CPTu

ByS. Collico, M. Arroyo, M. DeVincenzi, A. Rodriguez, A. Deu
Size: 0.79 MB

chapter |6 pages

Combining CPTU and UMASW to characterise Irish offshore deposits

ByM. Coughlan, A. Trafford, M. Long, S. Donohue, S. Corrales
Size: 0.80 MB

chapter |5 pages

Cone factor from CPTU tests in very soft clays at the east of Mexico's valley

ByJ.M. De La Rosa R., F.A. Flores López
Size: 0.93 MB

chapter |7 pages

Piezocone testing in Nordic soft clays: Comparison of high-quality databases

ByM. D’Ignazio, B. Di Buò, T. Länsivaara, J.S. L’Heureux, P. Paniagua, J. Selänpää
Size: 0.62 MB

chapter |5 pages

Prediction of resilient modulus of cohesive subgrade soils from CPTU data using polynomial neural networks

ByWei Duan, Zening Zhao, Guojun Cai*, Anhui Wang, Ruifeng Chen, Anand J. Puppala, Songyu Liu, Surya Sarat Chandra Congress
Size: 0.54 MB

chapter |6 pages

Effect of sand bio-cementation on cone tip resistance: A numerical study

ByM.El Kortbawi, K. Ziotopoulou, J.T. DeJong, D.M. Moug
Size: 0.64 MB

chapter |7 pages

A data-driven approach to predict shear wave velocity from CPTu measurements

ByI. Entezari, J. Sharp, P.W. Mayne
Size: 0.68 MB

chapter |7 pages

Evaluation of cyclic softening potential using CPTu and assessment with cyclic triaxial test results: A case study

ByK. Fakharian, M. Bahrami, M. Kashkooli, H. Vaezian, T. Bahrami
Size: 0.89 MB
Size: 0.94 MB

chapter |7 pages

Application of two novel CPTu-based stratification models

ByM.S. Farhadi, T. Länsivaara, J.S. L’Heureux, T. Lunne
Size: 0.92 MB

chapter |7 pages

Numerical simulation of CPT in sands using DeltaSand and Hardening Soil models

ByM. Fetrati, V. Galavi, M. Goodarzi, S. Kreiter, T. Mörz
Size: 0.72 MB

chapter |6 pages

CPT calibration in centrifuge: Effect of partial saturation on cone resistance

ByV. Fioravante, D. Giretti, E. Dodaro, C.G. Gragnano, G. Gottardi
Size: 0.65 MB

chapter |7 pages

Calibration cone penetration testing in silty soils

ByV. Fioravante, D. Giretti, T. Lunne, P. Carotenuto, A.H. Augustesen, R. Lindeboom, L. Krogh, H. Dias, M.-C. Sougle, A. Barwise, S. de Wit, D. Burbury
Size: 0.76 MB
Size: 0.50 MB

chapter |6 pages

Quantitative modelling of spatial variability of piezocone data from Venice lagoon silty soils

ByG. Gottardi, M. Ranalli, L. Tonni, M. Uzielli
Size: 0.81 MB

chapter |7 pages

Thin-layer detection from the cone resistance rate of change

ByH.B. Hammer, S. Nordal, J.-S. L’Heureux, H. Skrede
Size: 0.91 MB

chapter |7 pages

Recalculation of in-situ CPTu in intermediate soils using G-PFEM

ByL. Hauser, S. Oberhollenzer, A. Gharehaghajlou, H.F. Schweiger, R. Marte, C. Fabris
Size: 0.82 MB

chapter |7 pages

Full-flow CPT tests in a nearshore organic clay

ByS. Hov, K. Borgström, P. Paniagua
Size: 0.74 MB

chapter |7 pages

Estimation of constrained modulus from CPT measurements in case of Holocene sands

ByZsombor Illés, István Kádár, Gábor Nagy, András Mahler, László Nagy
Size: 0.72 MB

chapter |7 pages

Evaluation of complex CPTu dissipation tests of B.E.S.T.

ByE. Imre, M. Hegedűs, L. Bates, S. Fityus
Size: 0.94 MB

chapter |6 pages

Simulation of CPT penetration in sensitive clay

ByJ. Isaksson, J. Yannie, M. Karlsson, J. Dijkstra
Size: 0.61 MB
Size: 0.61 MB

chapter |6 pages

Comparison of frozen soil strength characteristics by cone penetration and triaxial compression testing

ByDaniil Lagosha, Ivan Sokolov, Nikolay Volkov
Size: 0.71 MB

chapter |6 pages

Fincone: A study on the use of CPT in soft sensitive clays

ByT. Länsivaara, B. Di Buò, J. Selänpää, M. Knuuti, M. Haikola
Size: 0.80 MB

chapter |6 pages

CPT-based unit weight estimation extended to soft organic clays and peat: An update

ByH.J. Lengkeek, R.B.J. Brinkgreve
Size: 0.99 MB

chapter |6 pages

CPT-based classification of soft organic clays and peat

ByH.J. Lengkeek, R.B.J. Brinkgreve
Size: 0.53 MB

chapter |6 pages

Shear wave velocity—SCPTU correlations for sensitive marine clays

ByM. Long, J.-S. L’Heureux
Size: 0.79 MB
Size: 0.74 MB

chapter |6 pages

Classification of Miocene deposits using CPT data

ByA. Makra, H. Kim
Size: 0.99 MB

chapter |6 pages

On the interpretation of piezocone dissipation testing data in clay

ByF.M. Mántaras, F.S. Pereira, E. Odebrecht, F. Schnaid
Size: 0.67 MB

chapter |6 pages

Determination of fine-grained soil parameters using an automated system

ByI. Marzouk, F. Tschuchnigg, F. Paduli, H.J. Lengkeek, R.B.J. Brinkgreve
Size: 0.56 MB

chapter |6 pages

Undrained shear strength of clays from piezocone tests: A database approach

ByP.W. Mayne, J. Peuchen
Size: 0.87 MB

chapter |7 pages

Evaluating geoparameters of Maine sensitive clay by CPTU

ByP.W. Mayne, P. Paniagua, B. Di Buò, S.S. Agaiby
Size: 1.22 MB

chapter |7 pages

CPTU evaluations in Appalachian Piedmont residual sandy silts

ByP.W. Mayne, E. Cargill
Size: 1.28 MB

chapter |4 pages

Soil unit weight prediction from CPTs for soils and mining tailings

ByT. Menegaz, E. Odebrecht, H.P. Nierwinski, F. Schnaid
Size: 0.39 MB

chapter |7 pages

Use of DMT and CPTU to assess the G0 profile in the subsoil

ByZ. Młynarek, J. Wierzbicki, P. Monaco
Size: 1.08 MB

chapter |7 pages

Physical and numerical modelling of T-CPT for mechanisms of penetration and heat transfer

ByP.Q. Mo, L. Gao, H.S. Yu, X.L. Tao, Q.Z. Ma
Size: 0.96 MB
Size: 0.86 MB

chapter |7 pages

Undrained strength from CPTu in brittle soils: A numerical perspective

ByL. Monforte, M. Arroyo, A. Gens
Size: 0.72 MB

chapter |6 pages

Assessment of deltaic soil behavior classification using AUT: GMD database regarding CPTu records

ByMohammad H. Naghibi, Abolfazl Eslami, Sara Heidarie Golafzani
Size: 1.07 MB

chapter |6 pages

A review of methods for estimating undrained brittleness index from the CPT

ByY. Narainsamy, S.W. Jacobsz
Size: 0.90 MB

chapter |7 pages

A comparative study on CPTu-based soil classification methods: Case studies

ByT.D. Nguyen, P.S. Khin, Q.N. Pham, A.T. Vu
Size: 1.24 MB

chapter |6 pages

Characterization of young sediments using CPTu and Medusa SDMT

ByS. Oberhollenzer, L. Hauser, F. Brand, R. Marte, H.F. Schweiger, D. Marchetti, S. Pfeifer
Size: 0.85 MB

chapter |7 pages

PFEM modeling of CPTu tests in saturated structured soils

ByKateryna Oliynyk, Matteo O. Ciantia, Claudio Tamagnini
Size: 0.85 MB

chapter |6 pages

Effect of the scatter between CPTU measured parameters in soil classification

ByP. Paniagua, J.-S. L’Heureux
Size: 1.00 MB
Size: 0.94 MB

chapter |5 pages

Upscaling 1 500 000 synthetic CPTs to voxel CPT models of offshore sites

ByJ. Peuchen, W. van Kesteren, V. Vandeweijer, S. Carpentier, F. van Erp
Size: 0.75 MB

chapter |5 pages

Automated CPT interpretation with a Convolutional Neural Network

ByM. Pippi, R. Vink, J. Haasnoot, S. Bersan
Size: 0.69 MB
Size: 0.84 MB
Size: 0.67 MB
Size: 1.07 MB

chapter |7 pages

Suction influence on CPT and DMT for some Brazilian tropical soils

ByB.P. Rocha, R.A. Rodrigues, H.L. Giacheti
Size: 0.82 MB

chapter |6 pages

Study of SPT-CPT and DP-CPT correlations for sandy soils

ByM.D. Santos, K.V. Bicalho
Size: 0.33 MB

chapter |7 pages

Correlation between SPT and CPT tests in liquefiable deposits

ByRashid Shahgholian, Cristiana Ferreira, António Viana da Fonseca
Size: 0.69 MB

chapter |7 pages

CPTU-detection of thin clay layers in sand: Results from calibration chamber tests

ByH. Skrede, H.B. Hammer, S. Nordal, J.-S. L’Heureux
Size: 0.87 MB

chapter |6 pages

Determination of hydraulic conductivity using HPT & CPTu

ByM. Slowiok, S. Oberhollenzer, R. Marte, T. Freudenthaler
Size: 0.70 MB
Size: 0.75 MB

chapter |7 pages

Data-driven soil profile characterization using statistical methods and artificial intelligence algorithms

ByR.L. Spacagna, A. Baris, L. Paolella, G. Modoni
Size: 0.68 MB

chapter |7 pages

Capability of seismic CPTu and DMT in assessing propagation velocity of body waves: A comparative study

ByS. Stacul, D. Lo Presti, N. Nenci, F. Fiera, M. Perini, D. Marchetti, E. Pagani, M. Siviero
Size: 1.17 MB

chapter |6 pages

Bayesian estimation of small-strain shear modulus from offshore CPT tests in the North Sea

ByB. Stuyts, C. Sastre Jurado, D. Gomez Bautista, A. Kheffache
Size: 0.50 MB

chapter |6 pages

Factors influencing CPTU Nkt for marine clay in Singapore reclaimed land

ByC. Tanaka, M. Angeles, J.Y. Wong
Size: 0.95 MB

chapter |7 pages

Parameters affecting the CPT resistance of reconstituted sands

ByY. Tian, B.M. Lehane
Size: 0.79 MB

chapter |6 pages

Practical experience with cone penetration in frozen soils

ByN.G. Volkov, I.S. Sokolov, R.A. Jewell
Size: 0.84 MB

chapter |7 pages

Numerical modelling of cone penetration tests in spatially variable clays

ByZe Zhou Wang, Siang Huat Goh, Xiangxiang Zheng
Size: 0.96 MB

chapter |6 pages

Some aspects of in situ testing of clay-glacial till mixture redeposited as man-made fills

ByJ. Wierzbicki, K. Stefaniak, S. Wilczyński, B. Brzeziński
Size: 0.97 MB
Size: 0.65 MB

chapter |6 pages

Study on SPT N-values and relative density through various soundings in full-scale chamber test ground

ByH. Yabe, K. Harada, T. Ito, E. Watanabe
Size: 1.15 MB

chapter |6 pages

Correcting measured CPT tip resistance for multiple thin-layer effects

ByK.M. Yost, J. Cooper, R.A. Green, E.R. Martin, A. Yerro
Size: 0.60 MB

chapter |6 pages

Spatial interpolation of consolidation property of clays from limited CPTU dissipation data

ByZening Zhao, Wei Duan, Guojun Cai*, Meng Wu, Anand J. Puppala, Songyu Liu, Chandra Congress Surya Sarat
Size: 0.63 MB

part |380 pages

Session 3: Applications

chapter |7 pages

VCPT: An in-situ soil investigation method to validate vibratory pile-soil interaction models

ByD. Al-Sammarraie, S. Kreiter, T. Mörz, M.O. Kluger, M. Goodarzi
Size: 0.78 MB

chapter |6 pages

Monitoring ground improvement by Rammed Aggregate Piers using a combined CPTU and SDMT approach at a silty sand liquefaction-prone site in Emilia-Romagna

ByS. Amoroso, M.F. García Martínez, L. Tonni, G. Gottardi, P. Monaco, K.M. Rollins, L. Minarelli, D. Marchetti, K.J. Wissmann
Size: 0.75 MB

chapter |7 pages

A CPT-based method for monotonic loading of large diameter monopiles in sand

ByS. Bascunan, K. Kaltekis, B. van Dijk, K. Gavin
Size: 0.71 MB

chapter |7 pages

Effect of dynamic pile driving parameters on vibratory penetration

ByAnchal Bhaskar, Stefan Kreiter, Dina Al-Sammarraie, Tobias Mörz
Size: 0.75 MB

chapter |6 pages

Application of a new qc averaging approach for end bearing of driven piles in sand

ByE.J. Bittar, Y. Tian, B.M. Lehane
Size: 0.52 MB

chapter |6 pages

A review of a CPT based axial capacity prediction of screw piles in sand

ByE.J. Bittar, B.M. Lehane, S. Mahdavi, A.P. Blake, D.J. Richards, D.J. White
Size: 0.32 MB

chapter |6 pages

CPT-based liquefaction ejecta evaluation procedure

ByJonathan D. Bray, Daniel Hutabarat
Size: 0.66 MB

chapter |7 pages

Settlement estimations for buildings founded on saturated silty sands from CPT and DMT results

ByMaxwell Cáceres, Javier Fumeron, Felipe A. Villalobos, Ricardo Moffat
Size: 0.76 MB

chapter |6 pages

Numerical modeling of static load test in drilled shaft using CPTu results

ByM.A. Camacho, C.B. Camacho, V.H. Miranda
Size: 0.87 MB
Size: 0.77 MB
Size: 0.50 MB

chapter |7 pages

CPT-based model calibration for effective stress analysis of layered soil deposits

ByA. Chiaradonna, N. Ntritsos, M. Cubrinovski
Size: 0.69 MB

chapter |6 pages

Stress increase induced by impact precast pile driving

ByV. Colella, G. Cortellazzo, A. Dei Svaldi, S. Amoroso, L. Minarelli, K.M. Rollins
Size: 1.00 MB

chapter |5 pages

CPT based liquefaction potential of flood defences in The Netherlands

ByT. de Gast, K.G. Gavin, P.D. Notenboom, R. Abraimi, C. Reale
Size: 0.65 MB
Size: 0.90 MB

chapter |7 pages

Concept design of a new CPT module for direct in situ measurement of p-y soil responses

ByA. Diambra, J. Creasey, J. Leonet, A. Conn, E. Ibraim, G. Mylonakis, D. White, B. Cerfontaine, S. Gourvenec, D. Igoe
Size: 0.57 MB

chapter |7 pages

Evaluation of flow liquefaction susceptibility of a sandy-silt tailings using the CPTu

ByM.P. dos Santos Junior, R. César Gomes, S.G. Silva Ribeiro, B.G. Delgado
Size: 0.98 MB
Size: 0.73 MB

chapter |6 pages

Evaluating mitigation of kinematic moments of precast driven piles in liquefiable layers using pre- and post-CPTu tests

ByK. Fakharian, D. Mohtashamamiri, K. Behroozian, M. Bahrami, T. Bahrami, I.H. Attar
Size: 0.75 MB
Size: 0.90 MB

chapter |6 pages

A comprehensive design procedure for pile groups in liquefiable soils

ByM. Franceschini, F. Fiorelli, E. Bandiera
Size: 0.52 MB

chapter |5 pages

Deep foundations of the new Pavilion 37 – fair quarter Bologna

ByM. Franceschini, F. Fiorelli, E. Bandiera, Vincenzo Colella, Giampaolo Cortellazzo, Andrea Dei Svaldi
Size: 0.75 MB

chapter |6 pages

Consolidation settlement of coastal areas of the Emilia-Romagna region from cone penetration tests

ByD. Giretti, V. Fioravante, L. Perini, L. Calabrese
Size: 1.07 MB

chapter |6 pages

A comparative study on liquefaction assessment of Rajarhat area of Kolkata by using different approaches

ByAbhipriya Halder, Kaustav Das, Saptarshi Nandi, Kaushik Bandyopadhyay
Size: 0.78 MB

chapter |6 pages

Kriging analysis on CPTU data from offshore wind farm

ByRongjie He, Jinhui Li, Shaoli Yang, Ben He
Size: 0.78 MB

chapter |6 pages

Evaluation of CPT-based design method for offshore pile

ByB. Huang, E. Bittar, Y. Zhang, X. Fu
Size: 0.50 MB
Size: 0.64 MB
Size: 1.05 MB

chapter |6 pages

Consolidation settlement prediction using cone penetration testing

ByM. Kermani, F. Esford
Size: 0.54 MB

chapter |7 pages

3D FE derivation of CPT based soil reaction curves for monopile lateral static design in sand

ByLouis-Marin Lapastoure, David Igoe
Size: 0.68 MB

chapter |6 pages

CPT-based assessment of densification induced by stone column installation

ByF. Marchi, E. Zambianchi, A. Boschi, A. Mastrangelo, G. Marchi, G. Gottardi, L. Tonni
Size: 0.72 MB

chapter |6 pages

Geopier Impact technology for liquefaction risk mitigation based on CPTu investigations

ByG. Martinez, K. Wissmann, M. Franceschini, E. Bandiera, F. Fiorelli
Size: 0.63 MB
Size: 0.33 MB

chapter |7 pages

The use of CPT based metamodels to predict the performance of offshore anchor piles

ByA Mentani, L. Govoni, F. Bourrier
Size: 0.72 MB

chapter |6 pages

Spatial interpolation of sparse PCPT data to optimise infrastructure design

ByM.P. O’Neill, M.F. Bransby, J. Doherty, P. Watson
Size: 0.80 MB

chapter |6 pages

Use of CPT as a soil mixing verification tool: Some practical observations

ByA. O’Brien, I. Murray
Size: 1.14 MB

chapter |7 pages

Liquefaction damage assessment using Bayesian belief networks

ByL. Paolella, A. Baris, G. Modoni, R.L. Spacagna, S. Fabozzi
Size: 0.58 MB
Size: 1.11 MB

chapter |5 pages

Use of piezocone with dissipation tests CPTu_∆u, in tailings dams in Mexico: Case history

ByJ.L. Rangel-Núñez, E. Ibarra-Razo, R. Flores-Eslava
Size: 0.63 MB

chapter |5 pages

Assessment of the spatial variability of a Croatian flood embankment using the cone penetration test

ByC. Reale, M.S. Kovačević, M. Bacic, K.G. Gavin
Size: 0.56 MB

chapter |7 pages

Prediction of bearing capacity and settlement using penetrometer design method for shallow foundation and load transfer curves

ByP. Reiffsteck, F. Szymkiewicz, M.A. Benz Navarrete, T.A. Luong
Size: 0.96 MB

chapter |6 pages

Probabilistic analysis of gyttja undrained strength from CPTU data for slope stability analysis

ByS. Rios, L. Sousa, A. Viana da Fonseca, P. Milheiro-Oliveira, O. Hededal
Size: 0.72 MB

chapter |6 pages

Monitoring ground improvement using in situ tests in Guayaquil, Ecuador

ByF. Ripalda, D. Falquez, D. Besenzon, R. Luque, F. Illingworth, S. Amoroso
Size: 0.50 MB

chapter |6 pages

Plate anchor capacity estimation through CPT tip resistance in sand

ByA. Roy, S.H. Chow
Size: 0.66 MB

chapter |6 pages

CPT results and installation parameters for CFA piles in pyroclastic soils

ByG. Russo, M. Ramondini, A. Vecchietti, G. Russo
Size: 0.80 MB

chapter |6 pages

Validation of CPT-based methods for estimation of footing settlement in sand

ByV.A. Sakleshpur, M. Prezzi, R. Salgado
Size: 0.87 MB

chapter |7 pages

Derivation of SRD for driven piles from CPT data

ByJ.A. Schneider, M.F. Randolph, J.P. Doherty
Size: 1.08 MB

chapter |5 pages

New method for assessing soil liquefaction resistance using a cyclic cone penetrometer

ByA. Sharma, P. Rapanakis, E. Incardona, C. Dano, L. Sibille, B. Chareyre, H.H. Sadrabadi
Size: 0.60 MB

chapter |6 pages

Evaluation of deformation modulus during Cone Loading Tests (CLT) and settlement of shallow foundations

ByA. Teyssier, M. Rispal, C. Jacquard, P. Reiffsteck
Size: 0.93 MB
Size: 0.78 MB
Size: 1.20 MB

chapter |5 pages

A CPT-based diameter-dependent m-θ spring model for lateral pile analysis

ByJ. Tott-Buswell, L.J. Prendergast
Size: 0.49 MB
Size: 0.63 MB

chapter |6 pages

Potential of the Cone Pressuremeter Test for obtaining stiffness degradation for offshore wind turbine monopile foundations

ByG.W. Tucker, C.T. Leth, L. Krogh, P. Ladefoged, T. Lunne, M. Taylor
Size: 0.75 MB

chapter |6 pages

Centrifuge study on the CPT based p-y models for the monopiles

ByHuan Wang, Daan Veldhuijzen van Zanten, Dirk de Lange, Federico Pisanò, Ken Gavin, Amin Askarinejad
Size: 0.80 MB

chapter |7 pages

Using near-surface CPT data to predict foundation skirt embedment in partially drained carbonate sands

ByH.M. Wroth, M.F. Bransby, C.D. O’Loughlin, M.F. Silva, M. Cocjin, N. Levy, H.E. Low
Size: 0.76 MB

chapter |8 pages

The role of cone penetration testing in the Dogger Bank offshore wind farm

ByTor Inge Yetginer-Tjelta, Jérôme De Sordi, Leonardo Caferri, Mike Rose, Callum Duffy, Tom Lunne, Øyvind Blaker, Stein Strandvik, Vaughan Meyer
Size: 1.08 MB
Size: 0.91 MB