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Apr 11, 2022

Discussion of “Poisson’s Ratio Characteristic Curve of Unsaturated Soils” by Sannith Kumar Thota, Toan Duc Cao, and Farshid Vahedifard

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Publication: Journal of Geotechnical and Geoenvironmental Engineering
Volume 148, Issue 6

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References

Alramahi, B., K. A. Alshibli, and D. Fratta. 2010. “Effect of fine particle migration on the small-strain stiffness of unsaturated soils.” J. Geotech. Geoenviron. Eng. 136 (4): 620–628. https://doi.org/10.1061/(ASCE)GT.1943-5606.0000244.
Alramahi, B., K. A. Alshibli, D. Fratta, and S. Trautwein. 2008. “A suction-control apparatus for the measurement of P and S-wave velocity in soils.” Geotech. Test. J. 31 (1): 1–12. https://doi.org/10.1520/GTJ100646.
Bishop, A. W., and D. W. Hight. 1977. “The value of Poisson’s ratio in saturated soils and rocks stressed under undrained conditions.” Géotechnique 27 (3): 369–384. https://doi.org/10.1680/geot.1977.27.3.369.
Dutta, T. T., S. Saride, and M. Jallu. 2017. “Effect of saturation on dynamic properties of compacted clay in a resonant column test.” Geomech. Geoeng. 12 (3): 181–190. https://doi.org/10.1080/17486025.2016.1208849.
George, L. A., M. M. Dewoolkar, and D. Znidarcic. 2009. “Simultaneous laboratory measurement of acoustic and hydraulic properties of unsaturated soils.” Vadose Zone J. 8 (3): 633–642. https://doi.org/10.2136/vzj2008.0139.
Irfan, M., and T. Uchimura. 2013. “Effects of soil moisture on shear and dilatational wave velocities measured in laboratory triaxial tests.” In Proc., 5th Int. Young Geotechnical Engineering Conf.: Advances in Soil Mechanics and Geotechnical Engineering, 505–509. Amsterdam, Netherlands: IOS Press. https://doi.org/10.3233/978-1-61499-297-4-505.
Kumar, J., and B. N. Madhusudhan. 2012. “Dynamic properties of sand from dry to fully saturated states.” Géotechnique 62 (1): 45–54. https://doi.org/10.1680/geot.10.P.042.
Leong, E. C., and Z. Y. Cheng. 2016. “Effects of confining pressure and degree of saturation on wave velocities of soils.” Int. J. Geomech. 16 (6): D4016013. https://doi.org/10.1061/(ASCE)GM.1943-5622.0000727.
Ng, C. W. W., and S. Y. Yung. 2008. “Determination of the anisotropic shear stiffness of an unsaturated decomposed soil.” Géotechnique 58 (1): 23–35. https://doi.org/10.1680/geot.2008.58.1.23.
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Suwal, L. P., and R. Kuwano. 2013. “Statically and dynamically measured Poisson’s ratio of granular soils on triaxial laboratory specimens.” Geotech. Test. J. 36 (4): 493–505. https://doi.org/10.1520/GTJ20120108.
Yokota, K., and M. Konno. 1980. “Dynamic Poisson’s ratio of soil.” In Vol. 3 of Proc., 7th World Conf. Earthquake Engineering, 418–475. Istanbul, Turkey: Turkish National Committee on Earthquake Engineering.

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Go to Journal of Geotechnical and Geoenvironmental Engineering
Journal of Geotechnical and Geoenvironmental Engineering
Volume 148Issue 6June 2022

History

Received: Feb 8, 2021
Accepted: Jul 19, 2021
Published online: Apr 11, 2022
Published in print: Jun 1, 2022
Discussion open until: Sep 11, 2022

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Lecturer, School of Science and Technology, Singapore Univ. of Social Sciences, 463 Clementi Rd., Singapore 599494. ORCID: https://orcid.org/0000-0003-1511-2438
Associate Professor, School of Civil and Environmental Engineering, Nanyang Technological Univ., Blk N1, 50 Nanyang Ave., Singapore 639798 (corresponding author). ORCID: https://orcid.org/0000-0002-0941-0984. Email: [email protected]

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