An Eulerean Finite element Model for Penetration in Layered Soil

Peter van den Berg, Rene de Borst, Han Huetink

Research output: Contribution to journalArticleAcademicpeer-review

53 Citations (Scopus)
153 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 languageUndefined
Pages (from-to)865-886
JournalInternational journal for numerical and analytical methods in geomechanics
Volume20
Issue number12
DOIs
Publication statusPublished - 1996

Keywords

  • cone penetration test
  • METIS-144640
  • Finite Element Method
  • layered soil
  • Large deformation
  • IR-71291

Cite this

van den Berg, Peter ; de Borst, Rene ; Huetink, Han. / An Eulerean Finite element Model for Penetration in Layered Soil. In: International journal for numerical and analytical methods in geomechanics. 1996 ; Vol. 20, No. 12. pp. 865-886.
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An Eulerean Finite element Model for Penetration in Layered Soil. / van den Berg, Peter; de Borst, Rene; Huetink, Han.

In: International journal for numerical and analytical methods in geomechanics, Vol. 20, No. 12, 1996, p. 865-886.

Research output: Contribution to journalArticleAcademicpeer-review

TY - JOUR

T1 - An Eulerean Finite element Model for Penetration in Layered Soil

AU - van den Berg, Peter

AU - de Borst, Rene

AU - Huetink, Han

PY - 1996

Y1 - 1996

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 - METIS-144640

KW - Finite Element Method

KW - layered soil

KW - Large deformation

KW - IR-71291

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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SP - 865

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JO - International journal for numerical and analytical methods in geomechanics

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