Interpretation of CPT in unsaturated sands under drained conditions: A numerical study-Reference-Cited by-同舟云学术

Interpretation of CPT in unsaturated sands under drained conditions: A numerical study

Published:2021-10-21 Issue:18 Volume:45 Page:2732-2755
ISSN:0363-9061
Container-title:International Journal for Numerical and Analytical Methods in Geomechanics
language:en
Short-container-title:International Journal for Numerical and Analytical Methods in Geomechanics

Author:

Keshmiri Ehsan¹,Ahmadi Mohammad Mehdi²^ORCID

Affiliation:

1. Department of Civil Engineering Sharif University of Technology Tehran Iran

2. Geotechnical Engineering Group Department of Civil Engineering Sharif University of Technology Tehran Iran

Publisher

Wiley

Subject

Mechanics of Materials,Geotechnical Engineering and Engineering Geology,General Materials Science,Computational Mechanics

Link

https://onlinelibrary.wiley.com/doi/pdf/10.1002/nag.3284

Reference87 articles.

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2. Finite element analysis for deep cone penetration;Gupta RC;J Geotech Geoenviron Eng,1992

3. AN EULEREAN FINITE ELEMENT MODEL FOR PENETRATION IN LAYERED SOIL

4. Large displacement FEM modelling of the cone penetration test (CPT) in normally consolidated sand

5. Finite element analysis of cone penetration in cohesionless soil

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