Effect of soil permeability on CPTu test results in structured clay soils

Kateryna Oliynyk; Matteo Oryem Ciantia; Claudio Tamagnini

doi:10.1007/978-3-031-34761-0_56

Effect of soil permeability on CPTu test results in structured clay soils

Kateryna Oliynyk, Matteo Oryem Ciantia, Claudio Tamagnini (Lead / Corresponding author)

Civil Engineering

Research output: Chapter in Book/Report/Conference proceeding › Conference contribution

1 Citation (Scopus)

Abstract

The PFEM implementation of fully coupled equations governing the solid skeleton deformations and pore fluid flow in porous saturated media is used to investigate the effects of soil permeability on cone tip resistance and excess pore pressure measurements in CPTu tests performed in a structured soil deposit. In the simulations, soil behavior is modeled with the FD_Milan model, a finite deformation version of the isotropic hardening model for structured soil originally developed at the Politecnico of Milano by Nova and coworkers. The results indicate that as soil permeability increases, the volumetric deformations around the cone tip become non negligible and the excess pore pressure in correspondence of the cone probes is also affected. The destructuration process caused by the intense deformations around the cone tip and along the shaft is responsible for a significant reduction of the expected net cone resistance based on the apparent value of the soil undrained strength.

Original language	English
Title of host publication	Geotechnical Engineering in the Digital and Technological Innovation Era
Editors	Alessio Ferrari, Marco Rosone, Maurizio Ziccarelli, Guido Gottardi
Publisher	Springer
Pages	460-467
Number of pages	8
ISBN (Electronic)	9783031347610
ISBN (Print)	9783031347603, 9783031347634
DOIs	https://doi.org/10.1007/978-3-031-34761-0_56
Publication status	Published - 2023
Event	VIII Convegno Nazionale dei Ricercatori di Ingegneria Geotecnica: 8th Italian Conference of Researchers in Geotechnical Engineering - Università degli Studi di Palermo, Palermo, Italy Duration: 5 Jul 2023 → 7 Jul 2023 https://www.cnrig23.community.unipa.it/

Publication series

Name	Springer Series in Geomechanics and Geoengineering
ISSN (Print)	1866-8755
ISSN (Electronic)	1866-8763

Conference

Conference	VIII Convegno Nazionale dei Ricercatori di Ingegneria Geotecnica
Abbreviated title	CNRIG 2023
Country/Territory	Italy
City	Palermo
Period	5/07/23 → 7/07/23
Internet address	https://www.cnrig23.community.unipa.it/

Keywords

CPTu Testing
Finite Deformations
PFEM Modeling
Structured Clays

ASJC Scopus subject areas

Geotechnical Engineering and Engineering Geology
Mechanics of Materials

Access to Document

10.1007/978-3-031-34761-0_56

Cite this

Oliynyk, K., Ciantia, M. O., & Tamagnini, C. (2023). Effect of soil permeability on CPTu test results in structured clay soils. In A. Ferrari, M. Rosone, M. Ziccarelli, & G. Gottardi (Eds.), Geotechnical Engineering in the Digital and Technological Innovation Era (pp. 460-467). (Springer Series in Geomechanics and Geoengineering). Springer . https://doi.org/10.1007/978-3-031-34761-0_56

Oliynyk, Kateryna ; Ciantia, Matteo Oryem ; Tamagnini, Claudio. / Effect of soil permeability on CPTu test results in structured clay soils. Geotechnical Engineering in the Digital and Technological Innovation Era. editor / Alessio Ferrari ; Marco Rosone ; Maurizio Ziccarelli ; Guido Gottardi. Springer , 2023. pp. 460-467 (Springer Series in Geomechanics and Geoengineering).

@inproceedings{77105e39f6fb47c2b528086fd553c00b,

title = "Effect of soil permeability on CPTu test results in structured clay soils",

abstract = "The PFEM implementation of fully coupled equations governing the solid skeleton deformations and pore fluid flow in porous saturated media is used to investigate the effects of soil permeability on cone tip resistance and excess pore pressure measurements in CPTu tests performed in a structured soil deposit. In the simulations, soil behavior is modeled with the FD\_Milan model, a finite deformation version of the isotropic hardening model for structured soil originally developed at the Politecnico of Milano by Nova and coworkers. The results indicate that as soil permeability increases, the volumetric deformations around the cone tip become non negligible and the excess pore pressure in correspondence of the cone probes is also affected. The destructuration process caused by the intense deformations around the cone tip and along the shaft is responsible for a significant reduction of the expected net cone resistance based on the apparent value of the soil undrained strength.",

keywords = "CPTu Testing, Finite Deformations, PFEM Modeling, Structured Clays",

author = "Kateryna Oliynyk and Ciantia, \{Matteo Oryem\} and Claudio Tamagnini",

note = "{\textcopyright} 2023, The Author(s), under exclusive license to Springer Nature Switzerland AG.; VIII Convegno Nazionale dei Ricercatori di Ingegneria Geotecnica : 8th Italian Conference of Researchers in Geotechnical Engineering, CNRIG 2023 ; Conference date: 05-07-2023 Through 07-07-2023",

year = "2023",

doi = "10.1007/978-3-031-34761-0\_56",

language = "English",

isbn = "9783031347603",

series = "Springer Series in Geomechanics and Geoengineering",

publisher = "Springer ",

pages = "460--467",

editor = "Alessio Ferrari and Marco Rosone and Maurizio Ziccarelli and Guido Gottardi",

booktitle = "Geotechnical Engineering in the Digital and Technological Innovation Era",

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}

Oliynyk, K, Ciantia, MO & Tamagnini, C 2023, Effect of soil permeability on CPTu test results in structured clay soils. in A Ferrari, M Rosone, M Ziccarelli & G Gottardi (eds), Geotechnical Engineering in the Digital and Technological Innovation Era. Springer Series in Geomechanics and Geoengineering, Springer , pp. 460-467, VIII Convegno Nazionale dei Ricercatori di Ingegneria Geotecnica, Palermo, Italy, 5/07/23. https://doi.org/10.1007/978-3-031-34761-0_56

Effect of soil permeability on CPTu test results in structured clay soils. / Oliynyk, Kateryna; Ciantia, Matteo Oryem; Tamagnini, Claudio (Lead / Corresponding author).
Geotechnical Engineering in the Digital and Technological Innovation Era. ed. / Alessio Ferrari; Marco Rosone; Maurizio Ziccarelli; Guido Gottardi. Springer , 2023. p. 460-467 (Springer Series in Geomechanics and Geoengineering).

Research output: Chapter in Book/Report/Conference proceeding › Conference contribution

TY - GEN

T1 - Effect of soil permeability on CPTu test results in structured clay soils

AU - Oliynyk, Kateryna

AU - Ciantia, Matteo Oryem

AU - Tamagnini, Claudio

PY - 2023

Y1 - 2023

N2 - The PFEM implementation of fully coupled equations governing the solid skeleton deformations and pore fluid flow in porous saturated media is used to investigate the effects of soil permeability on cone tip resistance and excess pore pressure measurements in CPTu tests performed in a structured soil deposit. In the simulations, soil behavior is modeled with the FD_Milan model, a finite deformation version of the isotropic hardening model for structured soil originally developed at the Politecnico of Milano by Nova and coworkers. The results indicate that as soil permeability increases, the volumetric deformations around the cone tip become non negligible and the excess pore pressure in correspondence of the cone probes is also affected. The destructuration process caused by the intense deformations around the cone tip and along the shaft is responsible for a significant reduction of the expected net cone resistance based on the apparent value of the soil undrained strength.

AB - The PFEM implementation of fully coupled equations governing the solid skeleton deformations and pore fluid flow in porous saturated media is used to investigate the effects of soil permeability on cone tip resistance and excess pore pressure measurements in CPTu tests performed in a structured soil deposit. In the simulations, soil behavior is modeled with the FD_Milan model, a finite deformation version of the isotropic hardening model for structured soil originally developed at the Politecnico of Milano by Nova and coworkers. The results indicate that as soil permeability increases, the volumetric deformations around the cone tip become non negligible and the excess pore pressure in correspondence of the cone probes is also affected. The destructuration process caused by the intense deformations around the cone tip and along the shaft is responsible for a significant reduction of the expected net cone resistance based on the apparent value of the soil undrained strength.

KW - CPTu Testing

KW - Finite Deformations

KW - PFEM Modeling

KW - Structured Clays

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M3 - Conference contribution

AN - SCOPUS:85164691533

SN - 9783031347603

SN - 9783031347634

T3 - Springer Series in Geomechanics and Geoengineering

SP - 460

EP - 467

BT - Geotechnical Engineering in the Digital and Technological Innovation Era

A2 - Ferrari, Alessio

A2 - Rosone, Marco

A2 - Ziccarelli, Maurizio

A2 - Gottardi, Guido

PB - Springer

T2 - VIII Convegno Nazionale dei Ricercatori di Ingegneria Geotecnica

Y2 - 5 July 2023 through 7 July 2023

ER -

Oliynyk K, Ciantia MO, Tamagnini C. Effect of soil permeability on CPTu test results in structured clay soils. In Ferrari A, Rosone M, Ziccarelli M, Gottardi G, editors, Geotechnical Engineering in the Digital and Technological Innovation Era. Springer . 2023. p. 460-467. (Springer Series in Geomechanics and Geoengineering). Epub 2023 Jun 17. doi: 10.1007/978-3-031-34761-0_56

Effect of soil permeability on CPTu test results in structured clay soils

Abstract

Publication series

Conference

Keywords

ASJC Scopus subject areas

Access to Document

Other files and links

Fingerprint

Theoretical and numerical modeling of hydro-mechanical behavior of natural structured geomaterials in finite deformations

Cite this

Effect of soil permeability on CPTu test results in structured clay soils

Abstract

Publication series

Conference

Keywords

ASJC Scopus subject areas

Access to Document

Other files and links

Fingerprint

Student theses

Theoretical and numerical modeling of hydro-mechanical behavior of natural structured geomaterials in finite deformations

Cite this