Discussions and Closures
Sep 2, 2021

Closure to “New Model for Predicting Permanent Strain of Granular Materials in Embankment Subjected to Low Cyclic Loadings” by Wen-Bo Chen, Wei-Qiang Feng, Jian-Hua Yin, Jin-Miao Chen, Lalit Borana, and Ren-Peng Chen

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Publication: Journal of Geotechnical and Geoenvironmental Engineering
Volume 147, Issue 11
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References

Alnedawi, A., K. P. Nepal, and R. Al-Ameri. 2019. “New shakedown criterion and permanent deformation properties of unbound granular materials.” J. Mod. Transp. 27 (2): 108–119. https://doi.org/10.1007/s40534-019-0185-2.
Boulanger, R. W., and I. M. Idriss. 2007. “Evaluation of cyclic softening in silts and clays.” J. Geotech. Geoenviron. Eng. 133 (6): 641–652. https://doi.org/10.1061/(ASCE)1090-0241(2007)133:6(641).
Cai, Y. Q., L. Guo, R. J. Jardine, Z. X. Yang, and J. Wang. 2017. “Stress–strain response of soft clay to traffic loading.” Géotechnique 67 (5): 446–451. https://doi.org/10.1680/jgeot.15.P.224.
Chen, W. B., W. Q. Feng, J. H. Yin, L. Borana, and R. P. Chen. 2019. “Characterization of permanent axial strain of granular materials subjected to cyclic loading based on shakedown theory.” Constr. Build. Mater. 198 (Feb): 751–761. https://doi.org/10.1016/j.conbuildmat.2018.12.012.
Gu, F., Y. Q. Zhang, X. Luo, H. Sahin, and R. L. Lytton. 2017. “Characterization and prediction of permanent deformation properties of unbound granular materials for pavement ME design.” Constr. Build. Mater. 155 (Nov): 584–592. https://doi.org/10.1016/j.conbuildmat.2017.08.116.
Guo, L., J. Wang, Y. Q. Cai, H. L. Liu, Y. F. Gao, and S. L. Sun. 2013. “Undrained deformation behavior of saturated soft clay under long-term cyclic loading.” Soil Dyn. Earthquake Eng. 50 (7): 28–37. https://doi.org/10.1016/j.soildyn.2013.01.029.
Lekarp, F., and A. Dawson. 1998. “Modelling permanent deformation behaviour of unbound granular materials.” Constr. Build. Mater. 12 (1): 9–18. https://doi.org/10.1016/S0950-0618(97)00078-0.
Lekarp, F., U. Isacsson, and A. Dawson. 2000. “State of the art. II: Permanent strain response of unbound aggregates.” J. Transp. Eng. 126 (1): 76–83. https://doi.org/10.1061/(ASCE)0733-947X(2000)126:1(76).
Mitchell, R. J., and R. D. King. 1977. “Cyclic loading of an Ottawa area champlain sea clay.” Can. Geotech. J. 14 (1): 52–63. https://doi.org/10.1139/t77-004.
Pérez, I., L. Medina, and M. G. Romana. 2006. “Permanent deformation models for a granular material used in road pavements.” Constr. Build. Mater. 20 (9): 790–800. https://doi.org/10.1016/j.conbuildmat.2005.01.050.
Sun, L. 2018. “Effect of cyclic stress level and overconsolidation ratio on permanent deformation behavior of clayey subsoil.” Civ. Eng. J. 4 (8): 1772–1782. https://doi.org/10.28991/cej-03091113.
Tao, M. J., L. N. Mohammad, M. D. Nazzal, Z. J. Zhang, and Z. Wu. 2010. “Application of shakedown theory in characterizing traditional and recycled pavement base materials.” J. Transp. Eng. 136 (3): 214–222. https://doi.org/10.1061/(ASCE)0733-947X(2010)136:3(214).
Tutumluer, E., D. Mishra, and A. Butt. 2009. Characterization of Illinois aggregates for subgrade replacement and subbase. Urbana, IL: Univ. of Illinois Urbana–Champaign.
Werkmeister, S. 2003. “Permanent deformation behaviour of unbound granular materials in pavement constructions.” Ph.D. thesis, Faculty of Civil Engineering, Univ. of Technology.
Zhou, J., and X. Gong. 2001. “Strain degradation of saturated clay under cyclic loading.” Can. Geotech. J. 38 (1): 208–212. https://doi.org/10.1139/t00-062.

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Go to Journal of Geotechnical and Geoenvironmental Engineering
Journal of Geotechnical and Geoenvironmental Engineering
Volume 147Issue 11November 2021

History

Received: May 25, 2021
Accepted: Jun 28, 2021
Published online: Sep 2, 2021
Published in print: Nov 1, 2021
Discussion open until: Feb 2, 2022

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Research Assistant Professor, Dept. of Civil and Environmental Engineering, Hong Kong Polytechnic Univ., Hong Kong 999077 (corresponding author). ORCID: https://orcid.org/0000-0002-4145-5445. Email: [email protected]
Wei-Qiang Feng, Ph.D. [email protected]
Assistant Professor, Dept. of Ocean Science and Engineering, Southern Univ. of Science and Technology, Shenzhen 518000, China. Email: [email protected]
Chair Professor of Soil Mechanics, Dept. of Civil and Environmental Engineering, Hong Kong Polytechnic Univ., Hong Kong 999077. ORCID: https://orcid.org/0000-0002-7200-3695. Email: [email protected]
Jin-Miao Chen, Ph.D. [email protected]
Formly, Ph.D. Candidate, School of Civil Engineering and Architecture, Zhejiang Univ., Hangzhou 310000, China. Email: [email protected]
Lalit Borana, Ph.D. [email protected]
Assistant Professor, Discipline of Civil Engineering, Indian Institute of Technology Indore, Madhya Pradesh 452001, India. Email: [email protected]
Ren-Peng Chen, Ph.D., M.ASCE [email protected]
Professor, School of Civil Engineering and Architecture, Zhejiang Univ., Hangzhou 310000, China. Email: [email protected]

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