A Double Hardening Model for Structured loess based on the Comprehensive Structural potential

DOI

10.2991/iceesd-18.2018.145How to use a DOI?

Keywords

structured loess; comprehensive structural potential; double hardening model

Abstract

In order to model the macro-mechanics characters of structural loess well, and reflect the stress-strain behavior of structural loess, the structural quantitative parameter is defined based the idea of comprehensive structural potential. A double hardening model for structured loess is proposed by introducing the structural index to double hardening model for normal consolidation soil developed by professor SHEN. The rationality of structural double hardening model described here is verified by comparing the prediction results by the model proposed here with that of test for structured loess.

Copyright

© 2018, the Authors. Published by Atlantis Press.

Open Access

This is an open access article distributed under the CC BY-NC license (http://creativecommons.org/licenses/by-nc/4.0/).

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TY  - CONF
AU  - Aizhong Luo
PY  - 2018/05
DA  - 2018/05
TI  - A Double Hardening Model for Structured loess based on the Comprehensive Structural potential
BT  - Proceedings of the 2018 7th International Conference on Energy, Environment and Sustainable Development (ICEESD 2018)
PB  - Atlantis Press
SP  - 790
EP  - 798
SN  - 2352-5401
UR  - https://doi.org/10.2991/iceesd-18.2018.145
DO  - 10.2991/iceesd-18.2018.145
ID  - Luo2018/05
ER  -