@inproceedings{e7e4c590a63b47438efe6453b2aa1b78,
title = "An elastoplastic model considering sand crushing",
abstract = "The behavior of sand crushing will appear when the confining pressure is up to a certain value, which results in disappearing of the positive dilatancy of sand. Adopting a new hardening parameter with the crushing stress, an elastoplastic constitutive model considering sand crushing is proposed. Comparing the conventional triaxial compression test results with the model prediction, it shows that the proposed model can reasonably describe the dilatancy of sand from positive to negative.",
keywords = "Crushing, Dilatancy, Elastoplastic model, Hardening, Sand",
author = "Yangping Yao and Naidong Wang and Haruyuki Yamamoto and Huilin Xing",
year = "2007",
doi = "10.1007/978-3-540-72588-6\_181",
language = "英语",
isbn = "9783540725879",
series = "Lecture Notes in Computer Science (including subseries Lecture Notes in Artificial Intelligence and Lecture Notes in Bioinformatics)",
publisher = "Springer Verlag",
number = "PART 3",
pages = "1146--1150",
booktitle = "Computational Science - ICCS 2007 - 7th International Conference, Proceedings",
address = "德国",
edition = "PART 3",
note = "7th International Conference on Computational Science, ICCS 2007 ; Conference date: 27-05-2007 Through 30-05-2007",
}