Abstract
| Original language | Undefined |
|---|---|
| Pages (from-to) | 865-886 |
| Journal | International journal for numerical and analytical methods in geomechanics |
| Volume | 20 |
| Issue number | 12 |
| DOIs | |
| Publication status | Published - 1996 |
Keywords
- cone penetration test
- METIS-144640
- Finite Element Method
- layered soil
- Large deformation
- IR-71291
Cite this
}
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 journal › Article › Academic › peer-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
M3 - Article
VL - 20
SP - 865
EP - 886
JO - International journal for numerical and analytical methods in geomechanics
JF - International journal for numerical and analytical methods in geomechanics
SN - 0363-9061
IS - 12
ER -