참고문헌
-
An, J.H., Jeong, H.S. and Kim, E.S. 2018. Effects of the
${\beta}$ -Glucan- and Xanthan gum-based Biopolymer on the Performance of Plants Inhabiting in the Riverbank. Ecology and Resilient Infrastructure, 5: 180-188 (in Korean). https://doi.org/10.17820/eri.2018.5.3.180 - Caballero, S., Acharya, R., Banerjee, A., Bheemasetti, T.V., Puppala, A., Patil, U. 2016. Sustainable Slope Stabilization Using Biopolymer-Reinforced Soil. In Geo-Chicago; ASCE Library: Reston, VA, USA.
- Chang, I.H. and Cho, G.C. 2012. Strengthening of Korean residual soil with b-1,3/1,6-glucan biopolymer. Construction and Building Materials. 30: 30-35. https://doi.org/10.1016/j.conbuildmat.2011.11.030
- Chang, I.H., Im, J.Y., Lee, S.W. and Cho, G.C. 2017. Strength durability of gellan gum biopolymer-treated Korean sand with cyclic wetting and drying. Construction and Building Materials, 143: 210-221. https://doi.org/10.1016/j.conbuildmat.2017.02.061
- Chang, I.H., Im, J.Y., Prasidhi, A.K. and Cho, G.C. 2015. Effects of Xanthan gum biopolymer on soil strengthening. Construction and Building Materials, 74: 65-72. https://doi.org/10.1016/j.conbuildmat.2014.10.026
- Chinnarasri, C., Jirakitlerd, S. and Wongwises, S. 2004. Embankment dam breach and its outflow characteristics. Journal of Civil Engineering and Environmental Systems, 21: 247-264. https://doi.org/10.1080/10286600412331328622
- Guyer, J.P. 2017. An Introduction to Soil Cement for Protection of Levees; CreateSpace Independent Publishing Platform: Scotts Valley, CA, USA.
- Joo, Y.H., Yeo, C.G. and Lee, S.O. 2013. Retardation Effect on the Breach of the Earth Filled Embankment Using the Stiffener during Overtopping. Journal of the Korean Society of Civil Engineers, 33: 1377-1387 (in Korean). https://doi.org/10.12652/Ksce.2013.33.4.1377
- Kakinuma, T. and Shimizu, Y. 2014. Large-Scale Experiment and Numerical Modeling of a Riverine Levee Breach. Journal of Hydraulic Engineering, 140.
- Kim, J.M., Cho, W.B., Choi, B.H. and Oh, E.H. 2015. Model tests for deriving failure parameter during levee overflow. Journal of Korean Geosynthetics Society, 14: 11-21. (in Korean)
- Kim, Y.S., Jeong, W.S., Seok, T.R. and Im, A.S. 2006. Strength Characteristics of Cemented Sand of Nak-dong River. Journal of the Korean Geoenvironmental Society, 7: 43-52.
- Ko, D.W. and Kang, J.G. 2018. Analysis of Breach Mitigation Effect on Levee made with New Substance by Overtopping. Journal of the Korea Academia-Industrial cooperation Society, 19: 1-8 (in Korean).
- Ko, D.W. and Kang, J.G. 2018. Experimental studies on the stability assessment of a levee using reinforced soil based on a biopolymer. Water, 10: 1059. https://doi.org/10.3390/w10081059
- Korea Advanced Institute of Science and Technology. 2011. METHOD OF STABILIZATION IN SOIL USING BIOPOLYMER. No: 1020110033093.
- Korea Advanced Institute of Science and Technology. 2015. SOIL BUILDING MATERIAL USING BIOPOLYMER. No: 1020150056859.
- Korean Design Standard, KDS 51 60 05: 2016 (in Korean).
- Kurakami, Y., Nihei, Y., Yada, K., Yamazaki, T., Yamaguchi, S., Kawabe, S., Kikuchi, Y. and Tatsuoka, F. 2013. Reinforcing Technology of River Levee for Increasing Resistance against Overflow Erosion. Journal of Japan Society of Civil Engineers, 69: 1219-1224. (in Japanese)
- Larson, S. and Newman, J.K. 2013. Biopolymer as an alternative to petroleum based polymers to control soil erosion: Lowa Army Ammunition Plant. COST& PERFORMANCE REPORT. Project: ER-200920. US.
- Orendorff, B., AI-Riffai, M., Nistor, L. and Rennie, C. D. 2013. Breach outflow characteristics of non-cohesive embankment dams subject to blast. Canadian Journal of Civil Engineering, 40: 243-253. https://doi.org/10.1139/cjce-2012-0303
- Pickert, G., Weitbrecht, V. and Bieberstein, A. 2011. Breaching of overtopped river embankments controlled by apparent cohesion. Journal of Hydraulic Research, 49: 143-156. https://doi.org/10.1080/00221686.2011.552468
- Powledge, G., Ralston, D., Miller, P., Chen, Y., Clopper, P. and Temple, D. 1989. Mechanics of overflow erosion on embankments. II: Hydraulic and design considerations. Journal of Hydraulic Engineering, 115: 1056-1075. https://doi.org/10.1061/(ASCE)0733-9429(1989)115:8(1056)
- Schmocker, L. and Hager, W. H. 2011. Plane dike-breach due to overtopping: Effects of sediment, dike height and discharge. Journal of Hydraulic Research, 50: 576-586. https://doi.org/10.1080/00221686.2012.713034
- Thornton, C., Hughes, S. and Scholl, B. 2012. Full-Scale Testing of Levee Resiliency During Wave Overtopping. Sixth International Conference on Scour and Erosion, 1215-1222.
- Wang, Z., Zhao, B. and Royal, A.C.D. 2017. Investigation of Erosion of Cement-Bentonite via Piping. Advances in Materials Science and Engineering.
- Zhang, J., Li, Y., Xuan, G., Wang, X. and Li, J. 2009. Overtopping breaching of cohesive homogeneous earth dam with different cohesive strength. Science in China Series E: Technological Sciences, 52: 3024−3029. https://doi.org/10.1007/s11431-009-0275-1
- Zhu, Y., Visser, P. and Vrijling, J. 2006. Laboratory observations of embankment breaching. International Conference on Hydroscience and Engineering.