Closure to “Numerical Evaluation of the Behavior of GRS Walls with Segmental Block Facing under Working Stress Conditions” by S. H. Mirmoradi and M. Ehrlich
Publication: Journal of Geotechnical and Geoenvironmental Engineering
Volume 142, Issue 4
Get full access to this article
View all available purchase options and get full access to this article.
References
AASHTO. (2012). LRFD bridge design specifications, 6th Ed., Washington, DC.
Bathurst, R. J., Miyata, Y., Nernheim, A., and Allen, A. M. (2008). “Refinement of K-stiffness method for geosynthetic-reinforced soil walls.” Geosynth. Int., 15(4), 269–295.
Brinkgreve, R. B. J. (2002). PLAXIS 2D version 8, Balkema, Rotterdam, Netherlands.
Duncan, J. M., Byrne, P., Wong, K. S., and Mabry, P. (1980). “Strength, stress-strain and bulk modulus parameters for finite element analyses of stresses and movements in soil masses.”, Univ. of California, Berkeley, CA.
Ehrlich, M., and Mirmoradi, S. H. (2013). “Evaluation of the effects of facing stiffness and toe resistance on the behavior of GRS walls.” J. Geotextile Geomembr., 40, 28–36.
Ehrlich, M., Mirmoradi, S. H., and Saramago, R. P. (2012). “Evaluation of the effect of compaction on the behavior of geosynthetic-reinforced soil walls.” J. Geotextile Geomembr., 34, 108–115.
Ehrlich, M., and Mitchell, J. K. (1994). “Working stress design method for reinforced soil walls.” J. Geotech. Eng., 625–645.
Liu, H., and Won, M. S. (2014). “Stress dilatancy and reinforcement load of vertical-reinforced soil composite: Analytical method.” J. Eng. Mech., 630–639.
Mirmoradi, S. H., and Ehrlich, M. (2014). “Geosynthetic reinforced soil walls: Experimental and numerical evaluation of the combined effects of facing stiffness and toe resistance on performance.” Proc., 10th Int. Conf. on Geosynthetics, International Society of Soil Mechanics and Geotechnical Engineering (ISSMGE), London.
Mirmoradi, S. H., and Ehrlich, M. (2015). “Modeling of the compaction-induced stress on reinforced soil walls.” J. Geotextile Geomembr., 43(1), 82–88.
PLAXIS version 8 [Computer software]. Balkema, Rotterdam, Netherlands.
Schofield, A. N., and Wroth, C. P. (1968). Critical state soil mechanics, McGraw-Hill, London, 310.
Information & Authors
Information
Published In
Copyright
© 2016 American Society of Civil Engineers.
History
Received: Jul 20, 2015
Accepted: Oct 16, 2015
Published online: Jan 7, 2016
Published in print: Apr 1, 2016
Discussion open until: Jun 7, 2016
Authors
Metrics & Citations
Metrics
Citations
Download citation
If you have the appropriate software installed, you can download article citation data to the citation manager of your choice. Simply select your manager software from the list below and click Download.