Browse > Article
http://dx.doi.org/10.5389/KSAE.2014.56.6.113

Behavior Characteristics of Poorly-Compacted Raised Reservoir Levee with Water Level Raising  

Lee, Chung Won (Institute for Advanced Construction Materials, Kangwon National University)
Kim, Jung Myeon (Dept. of Regional Infrastructure Engineering, Kangwon National University)
Moon, Yong Bae (Dept. of Regional Infrastructure Engineering, Kangwon National University)
Kim, Yong Seong (Dept. of Regional Infrastructure Engineering, Kangwon National University)
Publication Information
Journal of The Korean Society of Agricultural Engineers / v.56, no.6, 2014 , pp. 113-119 More about this Journal
Abstract
This study aims to evaluate the behavior of poorly-compacted raised reservoir levee with water level raising by using centrifugal model test. From the test results, it seems that the hydraulic fracturing at the core of the raised reservoir levee with low degree of compaction possibly occurs due to the drastical increase of pore water pressure by water level raising. Additionally, the continuous infiltration may induce crack and/or sinkhole on the surface of the poorly-compacted raised reservoir levee owing to the increase of the subsidences at the crown and the front side of that. Therefore, reasonable construction management for the compaction of the raised reservoir levee is needed.
Keywords
Centrifugal model test; poorly-compacted raised reservoir levee; water level raising; displacement; pore water pressure;
Citations & Related Records
Times Cited By KSCI : 4  (Citation Analysis)
연도 인용수 순위
1 Choo, Y. W., S. E. Cho, and D. H. Shin, 2012. Monitoring of Fill Dams for Internal Defect via Centrifuge Model Tests. Journal of Korean Society of Civil Engineers 32(2C): 37-47.   과학기술학회마을
2 Dewoolker, M. M., H. Y. Ko, A. T. Stadler, and S. M. F. Astaneh, 1999. Substitute Pore Fluid for Seismic Centrifugal Modeling. Geotechnical Testing Journal, ASME 22(3): 196-210.   DOI
3 Jun, S. M., M. S. Kang, I. H. Song, S. H. Hwang, K. U. Kim, and J. H. Park, 2013. Effects of Agricultural Reservoir Rehabilitation on their Flood Control Capacities. Journal of the Korean Society of Agricultural Engineers 55(6): 57-68 (in Korean).   과학기술학회마을   DOI
4 Ko, H. Y., and M. M. Dewoolker, 1999. Modeling Liquefaction in Centrifuges. Proc. Int. Workshop on the Physics and Mechanics of Soil Liquefaction, Baltimore, Maryland, USA, September 10-11, Lade, P. V. and Yamamura, J., eds., Balkema, Rotterdam: 307-322.
5 Korean Society of Agricultural Engineers, 2013. Rural resources, Magazine of the Korean Society of Agricultural Engineers 55(3): 5-50 (in Korean).
6 Lee, C. W., 2012. A Study on Dynamic Stability of Unsaturated Road Embankments using Dynamic Centrifugal Model Tests. Ph.D. dissertation, Kyoto University, Japan.
7 Lee, C. W., D. S. Chang, S. Y. Park, K. S. Kim, and Y. S. Kim, 2013. A Study on Pore Water Pressure Behavior of Fill Dam with Water Level Raising using Centrifugal Model Tests. Journal of the Korean Society of Agricultural Engineers 55(2): 87-95 (in Korean).   과학기술학회마을   DOI
8 Narita, K., K. Kimura, and T. Okumura, 2008. Seepage Behavior and Safety Evaluation in Embankment Dam during Rapid Drawdown. Journal of Japan Society of Dam Engineers 18(1): 10-20.
9 Shin, J. H., 2003. A Study on the Behavior of an Earth and Rockfill Dam due to Reservoir Water. Journal of the Korean Geotechnical Society 19(6): 61-70.   과학기술학회마을
10 National Astronomical Observatory, 2001. Editor, Chronological Scientific Tables, Maruzen, Tokyo: 375-376 (in Japanese).
11 Schofield, A. N., 1980. Cambridge Geotechnical Centrifuge Operation. Geotechnique 20(3): 227-268.
12 Shin-Etsu Chemical Co., Ltd., 2007. Metolose brochure: 18.
13 Wang, J. J., J. G. Zhu, and H. Zhang, 2005. Some Ideas of Study on Hydraulic Fracturing of Core of Earth-Rockfill Dam. Chinese Journal of Rock Mechanics and Engineering 24: 5664-5668.
14 Yan-ling, D. U., 1997. Study on the Centrifugal Model Test for Earth-Rock Dam. Water Resources and Hydropower Engineering 28(6): 54-58.