Open Access
| Issue |
E3S Web Conf.
Volume 248, 2021
2021 3rd International Conference on Civil Architecture and Energy Science (CAES 2021)
|
|
|---|---|---|
| Article Number | 01033 | |
| Number of page(s) | 5 | |
| Section | Chemical Performance Structure Research and Environmental Pollution Control | |
| DOI | https://doi.org/10.1051/e3sconf/202124801033 | |
| Published online | 12 April 2021 | |
- He K. S., Shen Z. J., Elasto-viscoplastic damage model for structural clays. Hydro-Science and Engineering, 12(4), 7–13 (2002). [Google Scholar]
- Chen T. L., Li. Y. G., Shen. Z. J, Viscous constitutive model for structured clays, Hydro-Science and Engineering, 6(2), 7–11 (2003). [Google Scholar]
- Yin Z. Y., Elastic viscoplastic models for natural soft clay: review and development, Chinese Journal of Geotechnical Engineering, 33(9), 1358–1369, (2011). [Google Scholar]
- Yin Z. Y., Wang J. H., A one-dimensional strain-rate based model for soft structured clays, Science China, Technological Sciences, 55(1), 90–100 (2012). [Google Scholar]
- Zeng L. L., Liu S. Y., Hong Z. S., Modified EVP model considering effect of soil structure, Journal of Southeast University (natural science edition), 42(2), 346–351(2012). [Google Scholar]
- Ke W. H., Chen J., Sheng Q., One-dimensional elasto-viscoplastic model for structured soft clays, Chinese Journal of Geotechnical Engineering, 38(3), 494–502 (2016). [Google Scholar]
- Zhu E. Y., Yao Y. P., A UH constitutive model for structured soils, Rock and soil Mechanics, 36(11), 3101–3110 (2015). [Google Scholar]
- Yao Y. P., Kong L. M., Hu J., An elastic-viscous-plastic model for overconsolidated clays, Sci China Tech Sci, 43(3), 298–314 (2013). [Google Scholar]
- Jia R., Consolidation behavior of Ariake clay under constant rate of strain, Saga University, (2012). [Google Scholar]
- Leroueil S., Kabbaj M., Tavenas F., et al., Stress-strain-strain rate relation for the compressibility of sensitive natural clays, Géotechnique, 35(2), 159–180 (1985). [CrossRef] [Google Scholar]
- Leroueil S., Kabbaj M., Tavenas F., Study of the validity of a model in in-situ conditions, Soils and Foundations, 28(3), 13–25 (1988). [Google Scholar]
- Adachi T., Oka F., Hirata T., et al. Stress-strain behavior and yielding characteristics of eastern Osaka clay, Journal of the Japanese Geotechnical Society Soils & Foundation, 35(3), 1–13 (1995). [Google Scholar]
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