Closure to “Axisymmetric Simulations of Cone Penetration in Saturated Clay” by Diane M. Moug, Ross W. Boulanger, Jason T. DeJong, and Robert A. Jaeger
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Acknowledgments
The authors appreciate the financial support of the National Science Foundation (award CMMI-1300518) and the California Department of Water Resources (contract 4600009751). Any opinions, findings, and conclusions or recommendations expressed in this material are those of the authors and do not necessarily reflect the views of either agency.
References
Chen, B. S., and P. W. Mayne. 1994. Profiling the overconsolidation ratio of clays by piezocone tests.. Atlanta: Georgia Institute of Technology.
Jaeger, R. A. 2012. “Numerical and experimental study on cone penetration in sands and intermediate soils.” Ph.D. thesis, Dept. of Civil and Environmental Engineering, Univ. of California, Davis.
Liyanapathirana, D. S. 2009. “Arbitrary Lagrangian Eulerian based finite element analysis of cone penetration in soft clay.” Comput. Geotech. 36 (5): 851–860. https://doi.org/10.1016/j.compgeo.2009.01.006.
Moug, D. M., A. B. Price, A. M. Parra Bastidas, K. M. Darby, R. W. Boulanger, and J. T. DeJong. 2019. “Mechanistic development of CPT-based cyclic strength correlations for clean sand.” J. Geotech. Geoenviron. Eng. 145 (10): 04019072. https://doi.org/10.1061/(ASCE)GT.1943-5606.0002101.
Pestana, J. M., and A. J. Whittle. 1999. “Formulation of a unified constitutive model for clays and sands.” Int. J. Numer. Anal. Methods Geomech. 23 (12): 1215–1243. https://doi.org/10.1002/(SICI)1096-9853(199910)23:12%3C1215::AID-NAG29%3E3.0.CO;2-F.
Pestana, J. M., A. J. Whittle, and A. Gens. 2002. “Evaluation of a constitutive model for clays and sands. Part II: Clay behavior.” Int. J. Numer. Anal. Methods Geomech. 26 (11): 1123–1146. https://doi.org/10.1002/nag.238.
Price, A. B. 2018. “Cyclic strength and cone penetration resistance for mixtures of silica silt and kaolin.” Ph.D. thesis, Dept. of Civil and Environmental Engineering, Univ. of California, Davis.
Sheahan, T. C., C. C. Ladd, and J. T. Germain. 1996. “Rate-dependent undrained shear behavior of saturated clay.” J. Geotech. Eng. 122 (2): 99–108. https://doi.org/10.1061/(ASCE)0733-9410(1996)122:2(99).
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Journal of Geotechnical and Geoenvironmental Engineering
Volume 146 • Issue 4 • April 2020
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©2020 American Society of Civil Engineers.
History
Received: Sep 12, 2019
Accepted: Oct 17, 2019
Published online: Jan 23, 2020
Published in print: Apr 1, 2020
Discussion open until: Jun 23, 2020
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