Discussions and Closures
Apr 11, 2017

Closure to “Particular Behaviors of Quasi-Plastic Viscous Elastic Model under Consolidation” by Ya-yuan Hu

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Publication: International Journal of Geomechanics
Volume 17, Issue 9

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Acknowledgments

This closure was edited by Mr. Jianmin Zhang, Professor of English at Zhejiang University.

References

Bjerrum, L. (1967). “Engineering geology of Norwegian normally consolidated marine clay as related to the settlements of buildings.” Géotechnique, 17(2), 83–118.
Collins, I. F., and Houlsby, G. T. (1997). “Application of thermo-mechanical principles to the modeling of geotechnical materials.” Proc. R. Soc. London, Ser. A, 453(3), 1975–2001.
Houlsby, G. T., and Puzrin, A. M. (2002). “Rate-dependent plasticity models derived from potential functions.” J. Rheol., 46(1), 113–126.
Houlsby, G. T., and Puzrin, A. M. (2006). Principles of hyperplasticity, Springer, London, 211–239.
Hu, Y.-Y. (2012). “A practical evaluation of the surcharge preload period in staged construction subject to creep.” Comput. Geotech., 42(May), 171–179.
Hu, Y.-Y., Zhou, W.-H., and Cai, Y.-Q. (2014). “Large-strain elastic viscoplastic consolidation analysis of very soft clay layers with vertical drains under preloading.” Can. Geotech. J., 51(2), 144–157.
Nash, D. F. T., and Ryde, S. J. (2001). “Modelling consolidation accelerated by vertical drains in clays subject to creep.” Géotechnique, 51(3), 257–273.
Pan, Q.-Y., et al. (2008). “Preloading.” Ground treatment, X.-N. Gong, ed., 3rd Ed., China Architecture & Building Press, Beijing, 69–164 (in Chinese).
Suklje, L. (1957). “The analysis of the consolidation process by the isotache method.” Proc., 4th Int. Conf. on Soil Mechanics and Foundation Engineering, Butterworths Scientific Publications, London. Vol. 1, 200–206.
Watabe, Y., and Leroueil, S. (2015). “Modeling and implementation of the isotache concept for long-term consolidation behavior.” Int. J. Geomech., A4014006.
Wood, D. M. (1999). Soil behavior and critical state soil mechanics, University of Cambridge Press, New York.
Yin, J.-H., and Graham, J. (1989). “Viscous-elastic-plastic modelling of one-dimensional time- dependent behaviour of clays.” Can. Geotech. J., 26(2), 199–209.
Yin, J.-H., and Graham, J. (1996). “Elastic visco-plastic modelling of one-dimensional consolidation.” Géotechnique, 46(3), 515–527.
Zhu, G.-F., and Yin, J.-H. (2000). “Elastic visco-plastic finite element consolidation modelling of Berthierville test embankment.” Int. J. Numer. Anal. Methods Geomech., 24(5), 491–508.
Ziegler, H. (1983). An introduction to thermomechanics, 2nd Ed. North-Holland, Amsterdam, Netherlands.

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Go to International Journal of Geomechanics
International Journal of Geomechanics
Volume 17Issue 9September 2017

History

Received: Jul 25, 2016
Accepted: Jan 25, 2017
Published online: Apr 11, 2017
Published in print: Sep 1, 2017
Discussion open until: Sep 11, 2017

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Associate Professor, Research Center of Coastal and Urban Geotechnical Engineering, Zhejiang Univ., Hangzhou, 310058, P. R. China. E-mail: [email protected]

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