Numerical investigation of ball penetrometer performance in dense sand overlying uniform clay

Michael Zhou, Yuxia Hu, Muhammad Hossain

Research output: Chapter in Book/Conference paperConference paper

Abstract

© 2015 Taylor & Francis Group, London. This paper describes numerical modelling of the penetration of ball penetrometers in dense silica sand overlying uniform clay deposits, identifying soil flow mechanisms around the ball and the evolving penetration resistance. Large Deformation Finite Element (LDFE) analyseswere conducted using the Remeshing and Interpolation Technique with Small Strain (RITSS) method. A recently developed critical state Mohr- Coulomb (CSMC) constitutive model was used to simulate the sand behaviour. The results were validated against centrifuge test data prior to undertaking a detailed parametric study, exploring the relevant range ofsand layer thickness and clay layer normalised strength. A sand plug was seen to be trapped at the base of the advancing ball and forced down into the clay layer. Thus the ball penetration resistance was higher than that of a clean ball penetrating in a single layer clay deposit. The height of the sand plug increased with increasingrelative thickness of the sand layer and decreasing normalised strength of the clay layer, leading to increase in frictional resistance around the periphery of the plug and hence the ball penetration resistance in the clay layer. These findings are the first step for accurate interpretation of the strength of the clay layer.
Original languageEnglish
Title of host publicationFrontiers in Offshore Geotechnics III
Place of PublicationLondon, UK
PublisherCRC Press/Balkema
Pages1239-1244
Volume2015
ISBN (Print)9781138028487
DOIs
Publication statusPublished - 2015
EventNumerical investigation of ball penetrometer performance in dense sand overlying uniform clay - Oslo, Norway
Duration: 1 Jan 2015 → …

Conference

ConferenceNumerical investigation of ball penetrometer performance in dense sand overlying uniform clay
Period1/01/15 → …

Fingerprint

penetrometer
clay
sand
penetration
critical state
centrifuge
interpolation
silica

Cite this

Zhou, M., Hu, Y., & Hossain, M. (2015). Numerical investigation of ball penetrometer performance in dense sand overlying uniform clay. In Frontiers in Offshore Geotechnics III (Vol. 2015, pp. 1239-1244). London, UK: CRC Press/Balkema. https://doi.org/10.1201/b18442-187
Zhou, Michael ; Hu, Yuxia ; Hossain, Muhammad. / Numerical investigation of ball penetrometer performance in dense sand overlying uniform clay. Frontiers in Offshore Geotechnics III. Vol. 2015 London, UK : CRC Press/Balkema, 2015. pp. 1239-1244
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title = "Numerical investigation of ball penetrometer performance in dense sand overlying uniform clay",
abstract = "{\circledC} 2015 Taylor & Francis Group, London. This paper describes numerical modelling of the penetration of ball penetrometers in dense silica sand overlying uniform clay deposits, identifying soil flow mechanisms around the ball and the evolving penetration resistance. Large Deformation Finite Element (LDFE) analyseswere conducted using the Remeshing and Interpolation Technique with Small Strain (RITSS) method. A recently developed critical state Mohr- Coulomb (CSMC) constitutive model was used to simulate the sand behaviour. The results were validated against centrifuge test data prior to undertaking a detailed parametric study, exploring the relevant range ofsand layer thickness and clay layer normalised strength. A sand plug was seen to be trapped at the base of the advancing ball and forced down into the clay layer. Thus the ball penetration resistance was higher than that of a clean ball penetrating in a single layer clay deposit. The height of the sand plug increased with increasingrelative thickness of the sand layer and decreasing normalised strength of the clay layer, leading to increase in frictional resistance around the periphery of the plug and hence the ball penetration resistance in the clay layer. These findings are the first step for accurate interpretation of the strength of the clay layer.",
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Zhou, M, Hu, Y & Hossain, M 2015, Numerical investigation of ball penetrometer performance in dense sand overlying uniform clay. in Frontiers in Offshore Geotechnics III. vol. 2015, CRC Press/Balkema, London, UK, pp. 1239-1244, Numerical investigation of ball penetrometer performance in dense sand overlying uniform clay, 1/01/15. https://doi.org/10.1201/b18442-187

Numerical investigation of ball penetrometer performance in dense sand overlying uniform clay. / Zhou, Michael; Hu, Yuxia; Hossain, Muhammad.

Frontiers in Offshore Geotechnics III. Vol. 2015 London, UK : CRC Press/Balkema, 2015. p. 1239-1244.

Research output: Chapter in Book/Conference paperConference paper

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N2 - © 2015 Taylor & Francis Group, London. This paper describes numerical modelling of the penetration of ball penetrometers in dense silica sand overlying uniform clay deposits, identifying soil flow mechanisms around the ball and the evolving penetration resistance. Large Deformation Finite Element (LDFE) analyseswere conducted using the Remeshing and Interpolation Technique with Small Strain (RITSS) method. A recently developed critical state Mohr- Coulomb (CSMC) constitutive model was used to simulate the sand behaviour. The results were validated against centrifuge test data prior to undertaking a detailed parametric study, exploring the relevant range ofsand layer thickness and clay layer normalised strength. A sand plug was seen to be trapped at the base of the advancing ball and forced down into the clay layer. Thus the ball penetration resistance was higher than that of a clean ball penetrating in a single layer clay deposit. The height of the sand plug increased with increasingrelative thickness of the sand layer and decreasing normalised strength of the clay layer, leading to increase in frictional resistance around the periphery of the plug and hence the ball penetration resistance in the clay layer. These findings are the first step for accurate interpretation of the strength of the clay layer.

AB - © 2015 Taylor & Francis Group, London. This paper describes numerical modelling of the penetration of ball penetrometers in dense silica sand overlying uniform clay deposits, identifying soil flow mechanisms around the ball and the evolving penetration resistance. Large Deformation Finite Element (LDFE) analyseswere conducted using the Remeshing and Interpolation Technique with Small Strain (RITSS) method. A recently developed critical state Mohr- Coulomb (CSMC) constitutive model was used to simulate the sand behaviour. The results were validated against centrifuge test data prior to undertaking a detailed parametric study, exploring the relevant range ofsand layer thickness and clay layer normalised strength. A sand plug was seen to be trapped at the base of the advancing ball and forced down into the clay layer. Thus the ball penetration resistance was higher than that of a clean ball penetrating in a single layer clay deposit. The height of the sand plug increased with increasingrelative thickness of the sand layer and decreasing normalised strength of the clay layer, leading to increase in frictional resistance around the periphery of the plug and hence the ball penetration resistance in the clay layer. These findings are the first step for accurate interpretation of the strength of the clay layer.

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Zhou M, Hu Y, Hossain M. Numerical investigation of ball penetrometer performance in dense sand overlying uniform clay. In Frontiers in Offshore Geotechnics III. Vol. 2015. London, UK: CRC Press/Balkema. 2015. p. 1239-1244 https://doi.org/10.1201/b18442-187