An Eulerean Finite element Model for Penetration in Layered Soil

Peter van den Berg; Rene 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, Rene de Borst, Han Huetink

Faculty of Engineering Technology

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

53 Citations (Scopus)

165 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	Undefined
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
METIS-144640
Finite Element Method
layered soil
Large deformation
IR-71291

Cite this

van den Berg, P., de Borst, R., & Huetink, H. (1996). An Eulerean Finite element Model for Penetration in Layered Soil. International journal for numerical and analytical methods in geomechanics, 20(12), 865-886. https://doi.org/10.1002/(SICI)1096-9853(199612)20:12<865::AID-NAG854>3.0.CO;2-A

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AU - de Borst, Rene

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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

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Access to Document

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

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