All Issue

2025 Vol.26, Issue 10 Preview Page
1 October 2025. pp. 31-45
Abstract
References
1

Almawla, S., Chehade, F.H. and Kaddah, F. (2018), Response of a Lebanese Rock-Filled Dam to Seismic Excitation, WIT Transactions on Engineering Sciences, Vol. 121, pp. 33~45.

10.2495/RISK180031
2

Barton, N. (2016), Non-linear shear strength for rock, rock joints, rockfill and interfaces, Innovative Infrastructure Solutions, 1:30.

10.1007/s41062-016-0011-1
3

Basic Plan Report for the Flood Control Capacity Enhancement Project of the Peace Dam (2012), Ministry of Land, Transport and Maritime Affairs/Korea Water Resources Corporation(in Korean).

4

Bieniawski, Z. T. (1978), Determining rock mass deformability: Experience from case histories, International Journal of Rock Mechanics and Mining Sciences & Geomechanics Abstracts, Vol. 15, No. 5, pp. 237~247.

10.1016/0148-9062(78)90956-7
5

Chatfield, C. (2004), The Analysis of Time Series: An Introduction, 6th edition, CRC Press, Boca Raton.

6

Choi, C.-Y. and Kim, M.-T. (2023), Prediction of the Seepage Rate of Concrete Face Rockfill Dam (in Korean), Journal of the Korean Geotechnical Society, Vol. 39, No. 10, October 2023, pp. 19~26.

7

Cuevas, J.G., Arumí, J.L. and Dörner, J. (2019), Assessing methods for the estimation of response times of stream discharge: The role of rainfall duration, Journal of Hydrology and Hydromechanics, 67(2), pp. 143~153.

10.2478/johh-2018-0043
8

George, A.C. and Nair, B.T. (2015), Dam break analysis using BOSS DAMBRK, Aquatic Procedia, 4, pp. 853~860.

10.1016/j.aqpro.2015.02.107
9

Ghanbari, A., Hamidi, A. and Abdolahzadeh, N. (2013), A Study of the Rockfill Material Behavior in Large-Scale Tests, Civil Engineering Infrastructures Journal, 46(2), pp. 125~143.

10

Gikas, V. and Sakellariou, M. (2008), Horizontal deflection analysis of a large earthen dam by means of geodetic and geotechnical methods, Proceedings of the 13th FIG ymposium on Deformation Measurement and Analysis & 4th IAG Symposium on Geodesy for Geotechnical and Structural Engineering, LNEC, Lisbon, May 12~15.

11

Han, S.-H., Yea, G.-G. and Park, J.-H. (2010), Evaluation of the Compaction Characteristics of CFRD Construction Materials, The Journal of Engineering Geology, Vol. 20, No. 4, pp. 415~ 424.

12

Hoek, E. and Brown, E. T. (1980), Empirical strength criterion for rock masses, Journal of the Geotechnical Engineering Division, Vol. 106, No. 9, pp. 1013~1035.

10.1061/AJGEB6.0001029
13

Hyndman, R.J. and Athanasopoulos, G. (2018), Forecasting: Principles and Practice, 2nd edition, OTexts.

10.32614/CRAN.package.fpp2
14

Indraratna, B. (1994), Implications of non-linear strength criteria in the stability assessment of rockfill dams, Proceedings of the XIII ICSMFE, New Delhi, India, pp. 927~938.

15

Kim, H., Jo, M. and Joo, J. (2023), Simulation of dam collapse caused by earthquakes, Journal of the Korean Society of Hazard Mitigation, 23(5), pp. 183~189.

10.9798/KOSHAM.2023.23.5.183
16

Korea Institute of Construction Technology (2001), Dam Design Standards, Korea Institute of Construction Technology (in Korean).

17

Lau, C.C. (2004), A Study on Concrete Faced Rockfill Dams, Bachelor's thesis, Faculty of Engineering and Surveying, University of Southern Queensland, Australia.

18

Lee, C. and Kim, Y. (2015), A study on settlement prediction of concrete-faced rockfill dam using measured data during construction and after impounding, Journal of the Korean Geo-Environmental Society, 16(2), pp. 5~13.

10.14481/jkges.2015.16.2.5
19

Selvi, C.T., Subramanian, R.S., Krishnan, M.M. and Priya, P.G. (2024), IoT-Enabled Flood Monitoring System for Enhanced Dam Surveillance and Risk Mitigation, International Research Journal of Multidisciplinary Technovation, Article ID irjmt24311.

20

Serafim, J. L. and Pereira, J. P. (1983), Considerations on the Geomechanical Classification of Bieniawski, Proceedings of the International Symposium on Engineering Geology and Underground Construction, Vol. 1 (Part II), pp. 33~42, SPG/LNEC, Lisbon, Portugal.

21

Shimoji, Y. (1983), Study on Shearing Properties of Rubbles with Large-Scale Triaxial Compression Test, Report of the Port and Harbour Research Institute, Ministry of Transport, 22(4), pp. 59~118.

22

Shin, D.-H. and Kim, J.-H. (2009), An overview on technology and research of dam and levee in Korea, Proceedings of the Korean Geotechnical Society Conference: World Urban Geotechnical Symposium 2009, pp. 319~334, Korean Geotechnical Society, Incheon, Korea.

23

The detailed design report for the second phase of the expansion project of the Peace Dam (2003), Ministry of Construction/Korea Water Resources Corporation (in Korean).

24

Wen, L., Li, Y., Zhao, W., Cao, W. and Zhang, H. (2023), Predicting the deformation behaviour of concrete face rockfill dams by combining support vector machine and AdaBoost ensemble algorithm, Computers and Geotechnics, Vol. 161, 105611.

10.1016/j.compgeo.2023.105611
25

Yang, H., Seo, S. and Kim, H. (2012), The measures of flood control capacity enhancement using backside of embankment at CFRD, The 38th Annual Conference of the Korean Society of Civil Engineers, Korean Society of Civil Engineers, pp. 306~309.

26

Yun, J.-M., Yea, G.-G., Kim, H.-Y. and Lee, J.-Y. (2018), A Case Study on Deformation Behaviors of CFRD with Water Level Change, Journal of the Korean Geosynthetics Society, 17(1), pp. 21~31.

27

Zheng, D., Cheng, L., Bao, T. and Lv, B. (2012), Integrated parameter inversion analysis method of a CFRD based on multi-output support vector machines and the clonal selection algorithm, Computers and Geotechnics, 42, pp. 53~64.

28

Zhou, W., Li, S., Chang, X. and Zhou, Z. (2016), Remote sensing of deformation of a high concrete-faced rockfill dam using InSAR: A study of the Shuibuya Dam, China, Remote Sensing, 8(3), 255.

10.3390/rs8030255
Information
  • Publisher :Korean Geo-Environmental Society
  • Publisher(Ko) :한국지반환경공학회
  • Journal Title :Journal of the Korean Geo-Environmental Society
  • Journal Title(Ko) :한국지반환경공학회 논문집
  • Volume : 26
  • No :10
  • Pages :31-45
  • Received Date : 2025-08-19
  • Revised Date : 2025-08-21
  • Accepted Date : 2025-09-19