AUS: Anisotropic undrained shear strength model for clays-Reference-Cited by-同舟云学术

AUS: Anisotropic undrained shear strength model for clays

Published:2019-08-22 Issue:17 Volume:43 Page:2652-2666
ISSN:0363-9061
Container-title:International Journal for Numerical and Analytical Methods in Geomechanics
language:en
Short-container-title:Int J Numer Anal Methods Geomech

Author:

Krabbenhøft Kristian¹^ORCID,Galindo‐Torres Sergio Andres¹,Zhang Xue¹^ORCID,Krabbenhøft Jørgen²

Affiliation:

1. School of EngineeringUniversity of Liverpool UK

2. Optum Computational Engineering Copenhagen Denmark

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.2990

Reference18 articles.

1. Generalised Tresca criterion for undrained total stress analysis

2. Finite Element Analysis in Geotechnical Engineering: Volume two - Application

3. WonJY.Anistropic strength ratio and plasiticty index of natural clays. In: Proceedings of the 18th International Conference on Soil Mechanics and Geotechnical Engineering;2013;Paris:445–448.

4. PrashantA.Three‐Dimensional Mechanical Behavior of Kaolin Clay with Controlled Microfabric Using True Triaxial Testing Triaxial Compression and Extension Test Data for a Silty Clay.PhD diss.: University of Tennessee;2004.

5. NGI-ADP: Anisotropic shear strength model for clay

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