Discussion of “Behavior of Weathered Soil under Combined Undrained Cyclic-Monotonic Loading” by Mohammed-Aslam Abdul-Khader and Sangseom Jeong
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VIEW THE ORIGINAL ARTICLEAuthor: Vishnu Diyaljee, Ph.D., F.ASCE https://orcid.org/0000-0003-4513-2341 [email protected]Author Affiliations
Publication: International Journal of Geomechanics
Volume 22, Issue 8
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References
Kokusho, T., T. Hara, and R. Hiraoka. 2004. “Undrained shear strength of granular soils with different particle gradations.” J. Geotech. Geoenviron. Eng. 130 (6): 621–629. https://doi.org/10.1061/(ASCE)1090-0241(2004)130:6(621).
Rouholamin, M., S. Bhattacharya, and R. P. Orense. 2017. “Effect of initial relative density on the post-liquefaction behaviour of sand.” Soil Dyn. Earthquake Eng. 97: 25–36. https://doi.org/10.1016/j.soildyn.2017.02.007.
Sitharam, T. G., J. S. Vinod, and B. V. Ravishankar. 2009. “Post-liquefaction undrained monotonic behaviour of sands: Experiments and DEM simulations.” Géotechnique 59 (9): 739–749. https://doi.org/10.1680/geot.7.00040.
Sivathayalan, S.1994. “Static, cyclic and post liquefaction simple shear response of sands.” Ph.D. thesis, Dept. of Civil Engineering, Univ. of British Columbia.
Vaid, Y. P., and J. Thomas. 1995. “Liquefaction and postliquefaction behavior of sand.” J. Geotech. Eng. 121 (2): 163–173. https://doi.org/10.1061/(ASCE)0733-9410(1995)121:2(163).
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International Journal of Geomechanics
Volume 22 • Issue 8 • August 2022
Copyright
© 2022 American Society of Civil Engineers.
History
Received: Jul 5, 2021
Accepted: Dec 16, 2021
Published online: May 30, 2022
Published in print: Aug 1, 2022
Discussion open until: Oct 30, 2022
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P.Eng.
Managing Director, GAEA Engineering, 33 Ashby Field Rd., Brampton, ON L6X0R4, Canada. ORCID: https://orcid.org/0000-0003-4513-2341. Email: [email protected]
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