Characterization of unsaturated response of shale-like materials

Hyunbin Kim; Roman Y. Makhnenko

doi:10.1051/e3sconf/202020513007

All issues

Volume 205 (2020)

E3S Web Conf., 205 (2020) 13007

References

Open Access

Issue		E3S Web Conf. Volume 205, 2020 2^nd International Conference on Energy Geotechnics (ICEGT 2020)


Article Number		13007
Number of page(s)		2
Section		Extended Abstracts
DOI		https://doi.org/10.1051/e3sconf/202020513007
Published online		10 January 2022

Cheng, A. (2019). “A linear constitutive model for unsaturated poroelasticity by micromechanical analysis.” International Journal of Numerical and Analytical Methods in Geomechanics. 44, 455-483. [Google Scholar]
Lu, N. and Likos, W.J. (2006). “Suction stress characteristic curve for unsaturated soil.” Journal of Geotechnical and Geoenvironmental Engineering. 132(2),131-142. [Google Scholar]

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[1] Cheng, A. (2019). “A linear constitutive model for unsaturated poroelasticity by micromechanical analysis.” International Journal of Numerical and Analytical Methods in Geomechanics. 44, 455-483. [Google Scholar]

[2] Lu, N. and Likos, W.J. (2006). “Suction stress characteristic curve for unsaturated soil.” Journal of Geotechnical and Geoenvironmental Engineering. 132(2),131-142. [Google Scholar]