Behavior Characteristics of Composite Reinforced Earth with Improved Soil Surface and Geogrid-reinforced Backfill |
Bhang, In-Hwang
(N-Genius Co., Ltd.)
Kim, Tae-Heon (Department of Civil Engineering, Chonbuk National University) Kim, You-Seong (Department of Civil Engineering, Chonbuk National University) Kim, Jae-Hong (Department of Civil Engineering, Dongshin University) |
1 | Trzebiatowski, B. D., Edil, T. B. and Benson, C. H. (2006), Case study of subgrade stabilization using fly ash: State Highway 32, Port Washington, Wisconsin, Proceedings of ASCE Civil Engineering Conference and Exposition, Recycled materials in Geotechnics (GSP 127). |
2 | Kim, Y. S., Kim, J. H., Suh, S. G. and Bhang, I. H. (2013), A study on rainfall-induced erosion of land surface on reinforced slope using soil improvement material, Journal of the Korean Geosynthetics Society, Vol. 29, No. 1, pp. 49-59. |
3 | Kim, Y. S., Kim, J. H., Suh, S. G. and Bhang, I. H. (2015), Comparison of critical tractive forces for application of soil improvement material to bank revetment work, Journal of the Korean Geosynthetics Society, Vol. 31, No. 2, February 2015, pp. 65-73. |
4 | Christopher, B. R., Gill, S. A., Giroud, J. P., Juran, I., Nitchell, J. K., Schlosser, F. and Dunnicliff, J. (1990), Reinforced soil structures Volume I. design and construction guidelines and reinforced soil structures Volume II. summery of research and system information, Federal Highway Administration. FHWA-RD-89-043., Washington, D.C., Vol. 1, 283p, Vol. 2, 158p. |
5 | GeoStudio (2012), version 8.0.10, Manual for SEEP/W and SLOPE/W modeling, GEO-SLOPE International, Ltd., Calgary, Alberta, Canada. |
6 | MIDAS (2015), SoilWorks version 460 Install 2015. 06. 04. |
7 | Tatsuoka, F. (1993), Roles of facing rigidity in soil reinforcing, Theme Lecture, Proc. Int. Symp. on Earth Reinforcement Practice (IS Kyusu 92), pp. 831-870. |