Yang, YM and Yu, H-S (2014) A Soil Model Considering Principal Stress Rotations. In: Soil Behavior and Geomechanics. GeoShanghai International Conference 2014, 26-28 May 2014, Shanghai, China. American Society of Civil Engineers , pp. 577-586. ISBN 9780784413388
Abstract
This paper presents an elastoplastic soil model considering the principal stress rotation (PSR). The model is developed on the basis of a well-established kinematic hardening soil model using the bounding surface concept. The significance of including the PSR in soil models is presented through comparing the predictions using the new and original models. The model can consider the PSRs under multiple directions, and features relatively simple formulations and easy numerical implementations. Model predictions are compared with different experimental results and verified. Simulations of multiple dimensional PSRs are also studied.
Metadata
Item Type: | Proceedings Paper |
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Authors/Creators: |
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Copyright, Publisher and Additional Information: | © 2014, ASCE. This material may be downloaded for personal use only. Any other use requires prior permission of the American Society of Civil Engineers. This material may be found at https://doi.org/10.1061/9780784413388.060. Uploaded in accordance with the publisher's self-archiving policy. |
Dates: |
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Institution: | The University of Leeds |
Academic Units: | The University of Leeds > Faculty of Engineering & Physical Sciences (Leeds) > School of Civil Engineering (Leeds) |
Depositing User: | Symplectic Publications |
Date Deposited: | 26 Jun 2018 10:45 |
Last Modified: | 26 Jun 2018 10:56 |
Status: | Published |
Publisher: | American Society of Civil Engineers |
Identification Number: | 10.1061/9780784413388.060 |
Open Archives Initiative ID (OAI ID): | oai:eprints.whiterose.ac.uk:126538 |