[1]
|
G. Hunter and R. Fell, “The Deformation Behavior of Rokfill,” Uniciv. Report No. 405, The University of New South Wales, Sydney, 2002.
|
[2]
|
F. Saboya, R. Barosa and A. Vasconcelos, “The Influence of the Left Abutment Geometry on the Behaviour of Xingo Rock-fill Dam,” Proceedings of the International Symposium on Concrete Faced Rock-fill Dams, Beijing, 18 September 2000, pp. 565-572.
|
[3]
|
G. F. Sowers, R. C. Williams and T. S Wallace, “Compressibliity of Broken Rock and the Settlement of Rockfills,” Proceedings of the 6th International Conference on Soil Mechanics and Foundation Engineering, Toronto, Vol. 2, 1965, pp. 561-565.
|
[4]
|
F. L. Lawton and M. D. Lester, “Settlement of Rockfill Dams,” Proceedings of the 8th International Congress on Large Dams, Edinburgh, Vol. 3, 1964, pp. 599-613.
|
[5]
|
C. Soydemir and B. Kjaernsli, “Deformations of Membrane-Faced Rockfill Dams,” Proceedings of the 7th European Conference on Soil Mechanics and Foundation Engineering, Brighton, Vol. 3, 1979, pp. 281-284.
|
[6]
|
R. P. Clements, “Post-Construction Deformation of Rockfill Dams,” Journal of Geotechnical Engineering, Vol. 110, No. 7, 1984, pp. 821-840.doi:10.1061/(ASCE)0733-9410(1984)110:7(821)
|
[7]
|
M. D. Fitzpatrick, B. A. Cole, F. L. Kinstler and B. P. Knoop, “Design of Concrete-Faced Rockfill Dams,” In: J. B. Cooke and J. L. Shererd, Eds., Concrete Face Rockfill Dams-Design, Construction, and Performance, 1985, pp. 410-434.
|
[8]
|
N. L. S. Pinto and P. L. M. Filho, “Estimating the Maximum Face Slab Deflection in CFRDs,” Hydropower & Dams, Vol. 5, No. 6, 1998, pp. 28-30.
|
[9]
|
P. Han-Gyu, S. Min-Woo, K. Yong-Soeng, and L. Heiu- Dae, “Settlement Behavior Characteristics of CFRD in Construction Period-Case of Daegok Dam,” Journal of the KGS, Vol. 21, No. 7, 2005, pp. 91-105.
|
[10]
|
N. Kovacevic, “Numerical Analyses of Rockfill Dams, Cut Slopes and Road Embankments,” Ph.D. Thesis, Imperial College of Science, Technology and Medicine, London, 1994.
|
[11]
|
J. M. Duncan, “State of the Art: Static Stability and Deformation Analysis,” ASCE Geotechnical Special Publication, Vol. 1, No. 31, 1992, pp. 222-266.
|
[12]
|
J. M. Duncan, “State of the Art: Limit Equilibrium and Finite-Element Analysis of Slopes,” ASC.E Journal of Geotechnical Engineering, Vol. 122, No. 7, 1996, pp. 577-595.doi:10.1061/(ASCE)0733-9410(1996)122:7(577)
|
[13]
|
Y. S. Kim and B. T. Kim, “Prediction of Relative Crest Settlement of Concrete-Faced Rockfill Dams Analyzed Using an Artificial Neural Network Model,” Computers and Geotechnics, Vol. 35, No. 1, 2008, pp. 313-322.doi:10.1016/j.compgeo.2007.09.006
|
[14]
|
Y. Zhang and S. Bhattacharyya, “Genetic Programming in Classifying Large-Scale Data: An Ensemble Method,” Information Sciences, Vol. 163, No. 1-3, 2004, pp. 85- 101. doi:10.1016/j.ins.2003.03.028
|
[15]
|
J. R. Koza, “Genetic Programming: On the Programming of Computers by Means of Natural Selection,” 6th Printing, Massachusetts Institute of Technology, Cambridge, 1998.
|
[16]
|
J. R. Koza, M. A. Keane, M. J. Streeter, J. Matthew, W. Mydlowec, J. Yu and G. Lanza, “Genetic Programming IV: Routine Human-Competitive Machine Intelligence,” Springer, New York, 2005.
|