@inproceedings{3215b7da36f8473d8011efd3b0a1f8c0,
title = "A soil model considering principal stress rotations",
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.",
author = "Yang, {Y. M.} and Yu, {Hai Sui}",
year = "2014",
doi = "10.1061/9780784413388.060",
language = "English",
isbn = "9780784413388",
series = "Geotechnical Special Publication",
publisher = "American Society of Civil Engineers (ASCE)",
number = "236 GSP",
pages = "577--586",
booktitle = "Soil Behavior and Geomechanics - Selected Papers from the Proceedings of the 2014 GeoShanghai International Congress",
address = "United States",
edition = "236 GSP",
note = "2014 GeoShanghai International Congress: Soil Behavior and Geomechanics ; Conference date: 26-05-2014 Through 28-05-2014",
}