1 |
Kim, K.S., Yoon, Y.W. and Song, K.I. (2018), "Pullout resistance of treadmats for reinforced soil structures", Geomech. Eng., 14(1), 83-90.
DOI
|
2 |
Koerner, R.M. (2009), "An overview of geogrids", Proceedings of the Jubilee Symposium on Polymer Geogrid Reinforcement, London, U.K., September.
|
3 |
Konietzky, H., te Kamp, L. Groeger, T. and Jenner, C. (2004), "Use of DEM to model the interlocking effect of geogrids under static and cyclic loading", Proceedings of the 2nd International PFC Symposium, Kyoto, Japan, October.
|
4 |
Tutumluer, E., Huang, H. and Bian, X. (2010), "Geogrid-aggregate interlock mechanism investigated through aggregate imaging-based discrete element modeling approach", Int. J. Geomech., 12(4), 391-398.
DOI
|
5 |
Wang, Z., Jacobs, F. and Ziegler, M. (2014), "Visualization of load transfer behavior between geogrid and sand using PFC 2D", Geotext. Geomembranes, 42(2), 83-90.
DOI
|
6 |
Zhang, J., Yasufuku, N. and Ochiai, H. (2007), "A few considerations of pullout test characteristics of geogrid reinforced sand using DEM analysis", Geosynth. Eng. J., 22, 103-110.
DOI
|
7 |
Ngo, N.T., Indraratna, B. and Rujikiatkamjorn, C. (2014), "DEM simulation of the behavior of geogrid stabilised ballast fouled with coal", Comput. Geotech., 55, 224-231.
DOI
|
8 |
Mahdi, M. and Katebi, H. (2015), "Numerical modeling of uplift resistance of buried pipelines in sand, reinforced with geogrid and innovative grid-anchor system", Geomech. Eng., 9(6), 757-774.
DOI
|
9 |
McDowell, G., Harireche, O., Konietzky, H., Brown, S. and Thom, N. (2006), "Discrete element modelling of geogrid-reinforced aggregates", Proc. Inst. Civ. Eng. Geotech. Eng., 159(1), 35-48.
DOI
|
10 |
Mulabdic, M. and Minazek, K. (2010), "Effect of transverse ribs of geogrids on pullout resistance", Proceedings of the 9th International Conference on Geosynthetics, Guaruja, Brazil, May.
|
11 |
Qian, Y., Mishra, D., Tutumluer, E. and Kwon, J. (2013), "In comparative evaluation of different aperture geogrids for ballast reinforcement through triangular testing and discrete element modeling", Proceedings of the 2013 Geosynthetics Conference, Long Beach, California, U.S.A., April.
|
12 |
Stahl, M., Konietzky, H., Te Kamp, L. and Jas, H. (2014), "Discrete element simulation of geogrid-stabilised soil", Acta Geotechnica, 9(6), 1073-1084.
DOI
|
13 |
Jenner, C. (2009), "Significant developments over the last 25 years", Proceedings of the Jubilee Symposium on Polymer Geogrid Reinforcement, London, U.K., September.
|
14 |
Deb, K. and Konai, S. (2014), "Bearing capacity of geotextile-reinforced sand with varying fine fraction", Geomech. Eng., 6(1), 33-45.
DOI
|
15 |
Tensar International. (2010), TriAx Brochure, Tensar International Ltd, Blackburn, U.K.
|
16 |
ASTM D6637. (2001), Standard Test Method for Determining Tensile Properties of Geogrids by the Single or Multi-Rib Tensile Method, American Society for Testing Materials, West Conshohocken, Pennsylvania, U.S.A.
|
17 |
Bhandari, A. and Han, J. (2010), "Investigation of geotextile-soil interaction under a cyclic vertical load using the discrete element method", Geotext. Geomembranes, 28(1), 33-43.
DOI
|
18 |
Chen, C., McDowell, G.R. and Thom, N.H. (2012), "Discrete element modelling of cyclic loads of geogrid-reinforced ballast under confined and unconfined conditions", Geotext. Geomembranes, 35, 76-86.
DOI
|
19 |
Chen, C., McDowell, G.R. and Thom, N.H., (2014), "Investigating geogrid-reinforced ballast: Experimental pull-out tests and discrete element modelling", Soil. Found., 54(1), 1-11.
DOI
|
20 |
Cundall, P.A. and Strack, O.D. (1979), "A discrete numerical model for granular assemblies", Geotechnique, 29(1), 47-65.
DOI
|
21 |
Ferellec, J.F. and McDowell, G.R., (2012), "Modelling of ballast-geogrid interaction using the discrete-element method", Geosynth. Int., 19(6), 470-479.
DOI
|
22 |
Gere, J. and Goodno, B. (2004), Stresses in Beams (Basic Topics), in Mechanics of Materials, Brooks/Cole Publishing Company, Belmont, California, U.S.A., 304-306.
|
23 |
Han, J. and Bhandari, A. (2011), "The influence of geogrid aperture size on the behavior of reinforced granular bases", Proceedings of the International Symposiumon Geomechanics and Geotechnics: From Micro to Macro, Shanghai, China, October.
|
24 |
Itasca (2008), Particle Flow Code (PFC) in Three Dimension, Itasca Consulting Group, Inc., Minneapolis, Minnesota, U.S.A.
|