Discussions and Closures
Jan 7, 2016

Discussion of “Numerical Evaluation of the Behavior of GRS Walls with Segmental Block Facing under Working Stress Conditions” by S. H. Mirmoradi and M. Ehrlich

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Publication: Journal of Geotechnical and Geoenvironmental Engineering
Volume 142, Issue 4
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Acknowledgments

The discussers would like to thank the National Natural Science Foundation of China (Grant Nos. 51178280 and 51379082).

References

AASHTO. (2012). “AASHTO LRFD bridge design specifications.” Washington, DC.
Bathurst, R. J., Miyata, Y., Nernheim, A., and Allen, A. M. (2008). “Refinement of K-stiffness method for geosynthetic reinforced soil walls.” Geosynthetics Int., 15(4), 269–295.
Bolton, M. D. (1986). “The strength and dilatancy of sands.” Géotechnique, 36(1), 65–78.
Boyle, S. R. (1995). “Deformation prediction of geosynthetic reinforced soil retaining walls.” Ph.D. dissertation, Univ. of Washington, Seattle.
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 Mitchell, J. K. (1994). “Working stress design method for reinforced soil walls.” J. Geotech. Eng., 625–645.
Haeri, S. M., Noorzad, R., and Oskoorouchi, A. M. (2000). “Effect of geotextile reinforcement on the mechanical behavior of sand.” Geotext. Geomembr., 18(6), 385–402.
Juran, I., Ider, H. M., and Farrag, K. (1990). “Strain compatibility analysis for geosynthetics reinforced soil walls.” J. Geotech. Eng., 312–329.
Lee, W. F. (2000). “Internal stability analyses of geosynthetic reinforced retaining walls.” Ph.D. dissertation, Univ. of Washington, Seattle.
Leshchinsky, D., and Vahedifard, F. (2012). “Impact of toe resistance in reinforced masonry block walls: Design dilemma.” J. Geotech. Geoenviron. Eng., 236–240.
Liu, C. N., Yang, K. H., and Nguyen, M. D. (2014). “Behavior of geogrid-reinforced sand and effect of reinforcement anchorage in large-scale plane strain compression.” Geotext. Geomembr., 42(5), 479–493.
Liu, H. (2015). “Reinforcement load and compression of reinforced soil mass under surcharge loading.” J. Geotech. Geoenviron. Eng., 04015017.
Liu, H., and Won, M. S. (2014). “Stress dilatancy and reinforcement load of vertical-reinforced soil composite: Analytical method.” J. Eng. Mech., 630–639.
Liu, H., and Zou, D. (2013). “An associated generalized plasticity framework for modeling gravelly soils considering particle breakage.” J. Eng. Mech., 606–615.
Peng, F. L., Kotake, N., Tatsuoka, F., Hirakawa, D., and Tanaka, T. (2000). “Plane strain compression behavior of geogrid reinforced sand and its numerical analysis.” Soils Found., 40(3), 55–74.
Rowe, P. W. (1962). “The stress-dilatancy relation for static equilibrium of an assembly of particles in contact.” Proc. Roy. Soc. Lond. Ser. A, 269(1339), 500–527.
Salgado, R., Bandini, P., and Karim, A. (2000). “Shear strength and stiffness of silty sand.” J. Geotech. Geoenviron. Eng., 451–462.
Schanz, T., Vermeer, P. A., and Bonnier, P. G. (1999). “The hardening soil model: Formulation and verification.” Beyond 2000 in Computational Geotechnics—10 Years of PLAXIS, Balkema, Rotterdam, Netherlands, 1–16.
Simoni, A., and Houlsby, G. T. (2006). “The direct shear strength and dilatancy of sand-gravel mixtures.” Geotech. Geol. Eng., 24(3), 523–549.
Wu, J. T. H., Yang, K. H., Mohammed, S., Pham, T. Q., and Chen, R. H. (2014). “Suppression of soil dilation—A reinforcing mechanism of soil-geosynthetic composites.” Transp. Infrastruct. Geotechnol., 1(1), 68–82.
Xu, M., and Song, E. (2009). “Numerical simulation of the shear behavior of rockfills.” Comput. Geotech., 36(8), 1259–1264.

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Go to Journal of Geotechnical and Geoenvironmental Engineering
Journal of Geotechnical and Geoenvironmental Engineering
Volume 142Issue 4April 2016

History

Received: Mar 13, 2015
Accepted: Apr 8, 2015
Published online: Jan 7, 2016
Published in print: Apr 1, 2016
Discussion open until: Jun 7, 2016

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Huabei Liu, M.ASCE [email protected]
Professor, School of Civil Engineering and Mechanics, Huazhong Univ. of Science and Technology, 1037 Luoyu Rd., Wuhan, Hubei 430074, China (corresponding author). E-mail: [email protected]
Guangqing Yang [email protected]
Professor, School of Civil Engineering, Shijiazhuang Tiedao Univ., Shijiazhuang, Hebei 050043, China. E-mail: [email protected]

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