Discussion of “Simplified Approach for Settlement Analysis of Vertically Loaded Pile” by Zhang-qi Xia and Jin-feng Zou
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Acknowledgments
This work was supported by the Higher School Science and Technology Plan Project of Shandong Province, China (No. J17KB043). Great appreciation is extended to the Editorial Board and reviewers of this paper.
References
Cho, J., J. H. Lee, S. Jeong, and J. Lee. 2012. “The settlement behavior of piled raft in clay soils.” Ocean Eng. 53 (Oct): 153–163. https://doi.org/10.1016/j.oceaneng.2012.06.003.
Li, Y. H., W. D. Wang, and J. B. Wu. 2015. “Bearing deformation of large-diameter and super-long bored piles based on pile shaft generalized shear model.” [In Chinese.] Chin. J. Geotech. Eng. 37 (12): 2157–2166. https://doi.org/10.11779/CJGE201512004.
Mayne, Paul W., and F. H. Kulhawy. 1982. “-OCR relationships in soil.” J. Geotech. Eng. Div. 108 (6): 851–872. https://doi.org/10.1016/0148-9062(83)91623-6.
Randolph, M. F. 2003. “Science and empiricism in pile foundation design.” Geotechnique 53 (10): 847–875. https://doi.org/10.1680/geot.2003.53.10.847.
Skempton, A. W. 1951. “Ultimate bearing capacity of clays.” Chap. 3 in Vol. 1 of The bearing capacity of clays, 180–189. London: ICE Publishing.
Yasufuku, N., H. Ochiai, and S. Ohno. 2001. “Pile end-bearing capacity of sand related to soil compressibility.” Soils Found. 41 (4): 59–71. https://doi.org/10.3208/sandf.41.4_59.
Zhang, Q. Q., L. P. Li, and Y. J. Chen. 2013. “Simplified method for settlement prediction of pile groups considering skin friction softening and end resistance hardening.” [In Chinese.] Chin. J. Rock Mech. Eng. 32 (3): 615–624.
Zhang, Q. Q., L. P. Li, and Y. J. Chen. 2014a. “Analysis of compression pile response using a softening model, a hyperbolic model of skin friction, and a bilinear model of end resistance.” J. Eng. Mech. 140 (1): 102–111. https://doi.org/10.1061/(ASCE)EM.1943-7889.0000640.
Zhang, Q. Q., S. C. Li, F. Y. Liang, M. Yang, and Q. Zhang. 2014b. “Simplified method for settlement prediction of single pile and pile group using a hyperbolic model.” Int. J. Civ. Eng. 12 (2): 179–192.
Zhang, Q. Q., S. W. Liu, R. F. Feng, and X. M. Li. 2019. “Analytical method for prediction of progressive deformation mechanism of existing piles due to excavation beneath a pile-supported building.” Int. J. Civ. Eng. 17 (6): 751–763. https://doi.org/10.1007/s40999-018-0309-9.
Zhang, Q. Q., S. W. Liu, S. M. Zhang, J. Zhang, and K. Wang. 2016. “Simplified non-linear approaches for response of a single pile and pile groups considering progressive deformation of pile-soil system.” Soils Found. 56 (3): 473–484. https://doi.org/10.1016/j.sandf.2016.04.013.
Zhang, Q. Q., and Z. M. Zhang. 2012. “A simplified nonlinear approach for single pile settlement analysis.” Can. Geotech. J. 49 (11): 1256–1266. https://doi.org/10.1139/t11-110.
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Published In
Journal of Engineering Mechanics
Volume 145 • Issue 9 • September 2019
Copyright
©2019 American Society of Civil Engineers.
History
Received: Jan 17, 2018
Accepted: Oct 23, 2018
Published online: Jun 26, 2019
Published in print: Sep 1, 2019
Discussion open until: Nov 26, 2019
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