A novel elasto-viscoplastic formulation for compression behaviour of clays-Reference-Cited by-同舟云学术

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A novel elasto-viscoplastic formulation for compression behaviour of clays

Published:2021-09-29 Issue: Volume: Page:1-6
ISSN:0016-8505
Container-title:Géotechnique
language:en
Short-container-title:Géotechnique

Author:

Yuan Yixing¹^ORCID,Whittle Andrew J.²,Den Haan Evert J.³

Affiliation:

1. Formerly, Massachusetts Institute of Technology, Cambridge, MA, USA; now GZA GeoEnvironmental Inc., Norwood, MA, USA.

2. Edmund K. Turner Professor of Civil & Environmental, Engineering, Massachusetts Institute of Technology, Cambridge, MA, USA.

3. Deltares, Delft, the Netherlands.

Publisher

Thomas Telford Ltd.

Subject

Earth and Planetary Sciences (miscellaneous),Geotechnical Engineering and Engineering Geology

Link

https://www.icevirtuallibrary.com/doi/pdf/10.1680/jgeot.20.D.014

Reference9 articles.

1. Feng, T. W. (1991). Compressibility and permeability of natural soft clays and surcharging to reduce settlements. PhD thesis, University of Illinois at Urbana–Champaign, Champaign, IL, USA.

2. Substepping schemes for the numerical integration of elastoplastic stress-strain relations

3. Effects of Friction and Thickness on Long-Term Consolidation Behavior of Osaka Bay Clays

4. Yuan, Y. (2016). A new elasto-viscoplastic model for rate-dependent behavior of clays. PhD thesis, Massachusetts Institute of Technology, Cambridge, MA, USA.

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