An, J.H., Jeong, H.S. and Kim, E.S. 2018. Effects of the β-Glucan- and Xanthan gum-based Biopolymer on the Performance of Plants Inhabiting in the Riverbank. Ecology and Resilient Infrastructure, 5: 180-188 (in Korean).
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.10.1061/9780784480120.01330682306
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: 30-35.10.1016/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: 210-221.10.1016/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: 65-72.10.1016/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: 247-264.10.1080/10286600412331328622
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).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, 140.10.1061/(ASCE)HY.1943-7900.0000902
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)10.12814/jkgss.2015.14.2.011
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: 1059.10.3390/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)10.2208/jscejhe.69.I_1219
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.10.21236/ADA621917
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: 243-253.10.1139/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: 143-156.10.1080/00221686.2011.552468
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: 1056-1075.10.1061/(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: 576-586.10.1080/00221686.2012.713034
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.10.1155/2017/1762042
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: 3024−3029.10.1007/s11431-009-0275-1
Zhu, Y., Visser, P. and Vrijling, J. 2006. Laboratory observations of embankment breaching. International Conference on Hydroscience and Engineering.
- Publisher :Korean Society of Ecology and Infrastructure Engineering
- Publisher(Ko) :응용생태공학회
- Journal Title :Ecology and Resilient Infrastructure
- Journal Title(Ko) :응용생태공학회 논문집
- Volume : 6
- No :4
- Pages :258-266
- Received Date :2019. 11. 26
- Revised Date :2019. 12. 05
- Accepted Date : 2019. 12. 09