1 |
Park, C. S., H. D. Lim and S. Y. Park, 1995.
Postconstruction settlement prediction of rockfill dam. Journal of the Korean Society of Civil Engineers 15(2):
501-510 (in Korean).
|
2 |
Park, H. G., Y. S. Kim, M. W. Seo and H. D. Lim,
2005. Settlement behavior characterostics of CFRD in construction period. Journal of the Korean Geotechnical Society 21(7): 91-105.
|
3 |
Saboya, F. and P. M. Byrne, 1993. Parameters for stress and deformation analysis of rockfill dams. Canadian Geotechnical Journal 30: 690-701.
DOI
|
4 |
Seo, M. W. and Y. S. Kim, 2007. Centrifuge test for simulating behavior of CFRD during initial impounding.
Journal of the Korean Geotechnical Society 23(10):
109-119 (in Korean).
|
5 |
Seo, M. W., Cho, S. E. and D. H. Shin, 2008. Effect of characteristics of sand/gravel and rock materials on behavior of dam during construction and impounding. Journal of the Korean Geotechnical Society 24(6):
45-55 (in Korean).
|
6 |
Seo, M. W., I. S. Ha, Y. S. Kim and S. M. Olson,
2009. Behavior of concrete-faced rockfill dams during initial impoundment. Journal of Geotechnical and Geoenvironmental Engineering 135(8): 1070-1081.
DOI
ScienceOn
|
7 |
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.
|
8 |
Khalid, S., B. Singh, G. C. Nayak and O. P. Jain, 1990.
Nonlinear Analysis of Concrete face rockfill dam. Journal of Geotechnical and Geoenvironmental Engineering
116(5): 822-837.
DOI
|
9 |
Kim, S. K. and H. D. Lim, 1987. Finite element analysis on the behavior of Soyanggang dam and its comparison with observed. Journal of the Korean Society of Civil Engineers 7(1): 141-150 (in Korean).
|
10 |
Kim, Y. S. and B. T. Kim, 2008. Prediction of relative crest settlement of concrete-faced rockfill dams analyzed using an artificial neural network model. Computers and Geotechnics 35: 313-322.
DOI
|
11 |
Kim, S, K., S. G. Han, M. H. Lee and S. R. Ahn,
2001. An evaluation of stress-strain behavior of earthrockfill dam and causes of crack due to water table fluctuation. Journal of the Korean Geotechnical Society
17(6): 149-162 (in Korean).
|
12 |
Kim, Y. S., B. J. Kim, D. H. Shin and H. G. Park,
2006. Settlement behavior prediction of CFRD after impounding. Journal of the Korean Society of Civil Engineers 26(3C): 209-218 (in Korean).
|
13 |
Korea Water Resources Association, 2005. Dam design criteria (in Korean).
|
14 |
Kulhawy, F. H., J. M. Duncan, and H. B. Seed, 1969.
Finite element analysis of stress and movements in embankment during construction. Report No. TE-69-4, University of California, Berkely.
|
15 |
Kwater, 2010. Dam integration information system. Technical rep., Korea Water Resources Corporation, Korea.
|
16 |
Min, H. G. and D. W. Lee, 2008. Prediction of excess pore water pressure of reservoir embankment on soft ground. Journal of the Korean Society of Agricultural
Engineers 50(2): 37-44 (in Korean).
과학기술학회마을
DOI
|
17 |
Ozkuzukiran, S., M. Y. Ozkan, M. Ozyazicioglu and G.
S. Yildiz, 2006. Settlement behavior of a concrete faced rock-fill dam. Geotechnical and Geological Engineering 24: 1655-1678.
|
18 |
Chang, P. W., C. S. Song, Y. K. Park, C. W. Woo and
W. J. Won, 1997. Studies on structural degradation of agricultural reservoirs in Kyungki Province. Journal of the Korean Society of Agricultural Engineers 39(4):
90-97 (in Korean).
과학기술학회마을
|
19 |
Chang, O. S. and C. K. Lee, 2004. Deformation characteristics of earth dam raised by non-homogeneous
fill materials. Journal of the Korean Geotechnical
Society 20(8): 1-14 (in Korean).
과학기술학회마을
|
20 |
Duncan, J. M., 1996. State of the art: Limit equilibrium and finite-element analysis of slopes. Journal of Geotechnical and Geoenvironmental Engineering 122(7):
577-596.
DOI
ScienceOn
|
21 |
Duncan, J. M. and C. Y. Chang, 1970. Nonlinear analysis of stress and strain in soils. Journal of the Soil Mechanics and Foundation Division, ASCE 96(SM5):
1629-1654.
|
22 |
Habibagahi, G., 2002. Post-construction settlement of rockfill dams analyzed via adaptive network-based fuzzy inference systems. Computers and Geotechnics
29: 211-233.
DOI
|
23 |
He, G., 2000. Technical study on crest overflow of concrete faced rockfill dams. In Proc., Int. Symp. on Concrete Faced Rockfill Dams, 283-291. Beijing, : ICOLD.
|
24 |
Hunter, G. and R. Fell, 2003. Rockfill modulus and settlement of concrete face rockfill dams. Journal of Geotechnical and Geoenvironmental Engineering 129
(10): 909-917.
DOI
|
25 |
Im, E. S., M. S. Seo, I. S. Ha and W. G. Kim, 2005.
Simulation of earth-fill dam behavior subjected to water level variation using geotechnical centrifuge. Journal of the Korean Society of Civil Engineers 25
(2C): 95-102 (in Korean).
|
26 |
Justo, J. L. and P. Durand, 2000. Settlement-time behavior of granular embankments. International Journal for Numerical and Analytical Methods in Geomechanics 24: 281-303.
DOI
|