Experimental study on pot-cover effect under unidirectional freezing-thawing cycle
Author:
Affiliation:
1. School of Transportation Science and Engineering, Beihang University
Publisher
The Japanese Geotechnical Society
Subject
General Computer Science
Link
https://www.jstage.jst.go.jp/article/jgssp/8/4/8_v08.c03/_pdf
Reference12 articles.
1. 1) Luo, T., Qu, X., Wang, N. D., Chen, H. and Yao, Y. P. (2019): Pot cover effect and its prevention: An experimental study in the field, Cold Regions Science and Technology.https://doi.org/10.1016/j.coldregions.2019.102845
2. 2) Yao, Y. P., Hou, W. and Zhou, A. N. (2009): UH model: three-dimensional unified hardening model for overconsolidated clays, Geotechnique, 59(5), 451-469.
3. 3) Yao, Y. P., Sun, D. A. and Matsuoka, H. (2008): A unified constitutive model for both clay and sand with hardening parameter independent on stress path, Computers and Geotechnics, 35(2), 210-222.
4. 4) Yao, Y. P., Yamamoto, H. and Wang, N. D. (2008): Constitutive model considering sand crushing, Soils and Foundations, 48(4), 603-608.
5. 5) Yao, Y. P. and Zhou, A. N. (2013): Non-isothermal unified hardening model: a thermo-elasto-plastic model for clays, Geotechnique, 63(15), 1328-1345.
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