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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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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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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