Modelling the cone penetration test by the finite element method

Markauskas, Darius; Kačianauskas, Rimantas; Šukšta, Marijonas

Use this URL to cite this publication: https://hdl.handle.net/20.500.14911/132288

Modelling the cone penetration test by the finite element method

Details

Publication Type (CRIS)

Straipsnis kitame recenzuojamame leidinyje / Article in other peer-reviewed edition (S5)

Publication Type (eLABa)

Straipsnis kitame recenzuotame leidinyje / Article in other peer-reviewed publication (S4)

Author(s)

Author	Affiliation
Markauskas, Darius	Taikomosios mechanikos katedra / Department of Applied Mechanics (0260)
Kačianauskas, Rimantas	Taikomosios mechanikos katedra / Department of Applied Mechanics (0260)
Šukšta, Marijonas	Taikomosios mechanikos katedra / Department of Applied Mechanics (0260)

Title

Modelling the cone penetration test by the finite element method

[en]

Darius Markauskas, Rimantas Kačianauskas, Marijonas Šukšta

Is part of

Foundations of civil and environmental engineering

Published In

Year	Issue	Start Page	End Page
2002	2	125	140

Publisher

Poznań : Publishing House of Poznan University of Technology

Extent

p. 125-140

URI

URI
https://hdl.handle.net/20.500.14911/132288

Science / Art Area

Technologijos mokslai / Technological sciences (T)

Field of Science / Art

Statybos inžinerija / Civil engineering (T002)

Abstract (en)

In the present study, CPT is modelled by static elasto-plastic small strain finite element method (FEM) analysis of axi-symmetric problem. Undrained soil properties and Terescayield criterion is used for determining cone resistance of clay. Sand is modelled by using drained soil properties and Mohr-Coulomb yield criterion. Cone penetration problem is formulated as a collapse load problem. Associated and nonassociated flow rules were used for modelling.