Closure to “SHANSEP-Based Interpretation of Overconsolidation Effect on Monotonic Shearing Resistance of Contractive Nonplastic Soils” by Jiarui Chen and Scott M. Olson
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Volume 148, Issue 9
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References
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Chen, J., and S. M. Olson. Forthcoming. “Effect of overconsolidation on cyclic resistance of soils.” J. Geotech. Geoenviron. Eng. https://doi.org/10.1061/(ASCE)GT.1943-5606.0002905.
Jefferies, M., and K. Been. 2015. Soil liquefaction: A critical state approach. 2nd ed. Boca Raton, FL: CRC Press.
Ladd, C. C. 1991. “Stability evaluation during staged construction.” J. Geotech. Eng. 117 (4): 540–615. https://doi.org/10.1061/(ASCE)0733-9410(1991)117:4(540).
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Olson, S. M. 2001. “Liquefaction analysis of level and sloping ground using field case histories and penetration resistance.” Ph.D. dissertation, Dept. of Civil and Environmental Engineering, Univ. of Illinois at Urbana–Champaign.
Olson, S. M., and B. B. Mattson. 2008. “Mode of shear effects on yield and liquefied strength ratios.” Can. Geotech. J. 45 (4): 574–587. https://doi.org/10.1139/T07-114.
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Journal of Geotechnical and Geoenvironmental Engineering
Volume 148 • Issue 9 • September 2022
Copyright
© 2022 American Society of Civil Engineers.
History
Received: May 6, 2022
Accepted: May 16, 2022
Published online: Jul 13, 2022
Published in print: Sep 1, 2022
Discussion open until: Dec 13, 2022
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