An Eulerean Finite element Model for Penetration in Layered Soil

Peter van den Berg; René de Borst; Han Huetink

doi:10.1002/(SICI)1096-9853(199612)20:12<865::AID-NAG854>3.0.CO;2-A

An Eulerean Finite element Model for Penetration in Layered Soil

Peter van den Berg, René de Borst, Han Huetink

Faculty of Engineering Technology

Research output: Contribution to journal › Article › Academic › peer-review

54 Citations (Scopus)

197 Downloads (Pure)

Abstract

An Eulerean large-strain finite element formulation is presented to simulate static soil penetration. The method is an extension of the Updated Lagrangean description to an Eulerean formulation taking into account convection of deformation-history-dependent properties as well as material properties. The strength of the soil is characterized by a non-associated Drucker-Prager criterion which depends on peak and critical friction angles. The model is applied to cone penetration in two-layer systems: (a) clay on sand and (b) sand on clay.

Original language	English
Pages (from-to)	865-886
Journal	International journal for numerical and analytical methods in geomechanics
Volume	20
Issue number	12
DOIs	https://doi.org/10.1002/(SICI)1096-9853(199612)20:12<865::AID-NAG854>3.0.CO;2-A
Publication status	Published - 1996

Keywords

Cone penetration test
Finite Element Method (FEM)
Layered soil
Large deformation

Access to Document

10.1002/(SICI)1096-9853(199612)20:12<865::AID-NAG854>3.0.CO;2-A

Berg1996eulerean
open
Final published version, 1.19 MB

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abstract = "An Eulerean large-strain finite element formulation is presented to simulate static soil penetration. The method is an extension of the Updated Lagrangean description to an Eulerean formulation taking into account convection of deformation-history-dependent properties as well as material properties. The strength of the soil is characterized by a non-associated Drucker-Prager criterion which depends on peak and critical friction angles. The model is applied to cone penetration in two-layer systems: (a) clay on sand and (b) sand on clay.",

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AU - de Borst, René

AU - Huetink, Han

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N2 - An Eulerean large-strain finite element formulation is presented to simulate static soil penetration. The method is an extension of the Updated Lagrangean description to an Eulerean formulation taking into account convection of deformation-history-dependent properties as well as material properties. The strength of the soil is characterized by a non-associated Drucker-Prager criterion which depends on peak and critical friction angles. The model is applied to cone penetration in two-layer systems: (a) clay on sand and (b) sand on clay.

AB - An Eulerean large-strain finite element formulation is presented to simulate static soil penetration. The method is an extension of the Updated Lagrangean description to an Eulerean formulation taking into account convection of deformation-history-dependent properties as well as material properties. The strength of the soil is characterized by a non-associated Drucker-Prager criterion which depends on peak and critical friction angles. The model is applied to cone penetration in two-layer systems: (a) clay on sand and (b) sand on clay.

KW - Cone penetration test

KW - Finite Element Method (FEM)

KW - Layered soil

KW - Large deformation

U2 - 10.1002/(SICI)1096-9853(199612)20:12<865::AID-NAG854>3.0.CO;2-A

DO - 10.1002/(SICI)1096-9853(199612)20:12<865::AID-NAG854>3.0.CO;2-A

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JO - International journal for numerical and analytical methods in geomechanics

JF - International journal for numerical and analytical methods in geomechanics

SN - 0363-9061

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