00
Days
00
Hrs
00
Min
00
Sec
Submit Your Paper

Study on Stability Evaluation of Concrete-Rockfill Combination Dam According to The Construction and Operation Stages

Authors

Yong Nam Ri

Faculty of geological prospecting engineering, Kim Chaek University of Technology, 60 Kyogu, Yonggwang Street, Pyongyang 999093, Democratic People’s Republic of Korea (KP)

Kuk Song Kim

Faculty of geological prospecting engineering, Kim Chaek University of Technology, 60 Kyogu, Yonggwang Street, Pyongyang 999093, Democratic People’s Republic of Korea (KP)

Dok Yong Jong

Faculty of geological prospecting engineering, Kim Chaek University of Technology, 60 Kyogu, Yonggwang Street, Pyongyang 999093, Democratic People’s Republic of Korea (KP)

Article Information

DOI: 10.51583/IJLTEMAS.2025.1410000079

Subject Category: Engineering

Volume/Issue: 14/10 | Page No: 628-636

Publication Timeline

Submitted: 2025-11-12

Published: 2025-11-11

Abstract

Abstract- It is important to evaluate scientifically stability of dam and embankment in large-scale hydropower construction, tideland construction and preventing natural disasters. The aim of paper is to establish a method of stability assessment of concrete-rockfill combination dam (CRCD) as a new dam form. In this paper, we investigated the step loads acting during construction, operation and seismic operation and their corresponding stability assessment methods for CRCDs. According to the results, the slope stability is also an important indicator for the stability evaluation of CRCDs and the stability assessment method of rockfill dams may be applied to the stability assessment of CRCDs.

Keywords

Concrete-rockfill combination dam, Natural disaster, Slope stability, Stability evaluation

Downloads

References

1. Arici, Y. 2013. Evaluation of the performance of the face slab of a concrete face rockfill dam during earthquake excitation. Soil Dynamics and Earthquake Engineering 55 (6): 71–82. [Google Scholar] [Crossref]

2. Bazant, Z. P. 1996. Is no-tension design of concrete or rock structures always safe?-fracture analysis. Journal of Structural Engineering 122 (1): 2–10. [Google Scholar] [Crossref]

3. Bouzoubaâ, N., M. Lachemi, B. Miao, and P. C. Aïtcin. 1997. Thermal damage of mass concrete: Experimental and numerical studies on the effect of external temperature variations. Canadian Journal of Civil Engineering 24 (4): 649–57. [Google Scholar] [Crossref]

4. Campos, A., C. López, A. Blanco, and A. Aguado. 2016. Structural diagnosis of a concrete dam with cracking and highnonrecoverable displacements. Journal of Performance of Constructed Facilities 30 (5): 1–12. [Google Scholar] [Crossref]

5. Desai, C. S. 1975. Finite element methods for flow in porous media. In Finite Elements in Fluids 1: 157–81. [Google Scholar] [Crossref]

6. Hillerborg, A., M. Modeer, and P. E. Petersson. 1976. Analysis of Crack Formation and Crack Growth in Concrete by Means of Fracture Mechanics and Finite Elements. Cement and Concrete Research 6: 773–82. [Google Scholar] [Crossref]

7. Hosseinzadeh, A., A. Soroush, and R. Shafipour. 2022. A comprehensive numerical analysis of EQ-induced lateral earth pressure on structures basement walls. Soil Dynamics and Earthquake Engineering 163: 107521. [Google Scholar] [Crossref]

8. Le´ger, P., and F. Javanmardi. 2007. Seismic stability of concrete gravity dams strengthened by rockfill buttressing. Soil Dynamics and Earthquake Engineering 27: 274–290. [Google Scholar] [Crossref]

9. Li, D. Q., M. X. Wang, and W. Q. Du. 2020. Influence of spatial variability of soil strength parameters on probabilistic seismic slope displacement hazard analysis. Engineering Geology 1-41. [Google Scholar] [Crossref]

10. Lubliner, J., J. Oliver, S. Oller, and E. Oñate. 1989. A Plastic-Damage Model for Concrete. International Journal of Solids and Structures 25: 299–329. [Google Scholar] [Crossref]

11. Menétrey, Ph., and K. J. Willam. 1995. Triaxial Failure Criterion for Concrete and its Generalization. ACI Structural Journal 92: 311-18. [Google Scholar] [Crossref]

12. Mridha, S., and D. Maity. 2014. Experimental investigation on nonlinear dynamic response of concrete gravity dam-reservoir system. Engineering Structures 80: 289–97. [Google Scholar] [Crossref]

13. Nguyen, H. V., and D. F. Durso. 1983. Absorption of water by fiber webs: an illustration of diffusion transport. In Tappi Journal 66 (12). [Google Scholar] [Crossref]

14. Pang, R., B. Xu, X. J. Kong, D. G. Zou, and Y. Zhou. 2018. Seismic reliability assessment of earth-rockfill dam slopes considering strain-softening of rockfill based on generalized probability density evolution method. Soil Dynamics and Earthquake Engineering 107: 96–107. [Google Scholar] [Crossref]

15. Ri, Y. N., U. Ch. Han, U. J. Jang, D. Y. Jong, and Ch. U. Kim. 2022. Study on Stability Reduction Characteristics of Earth and Rockfill Dams under Rapid Drawdown Using Fully Coupled Seepage-Stress Analysis. Advances in Civil Engineering 2022: 1-13. [Google Scholar] [Crossref]

16. Tariq, S. M. 1987. Evaluation of flow characteristics of perforations including nonlinear effects with the finite element method. In SPE Production Engineering 1987: 104–12. [Google Scholar] [Crossref]

17. Van Genuchten, M. T. 1980. A closed-form equation for predicting the hydraulic conductivity of unsaturated soils. Soil Science Society of America Journal 44: 892–98. [Google Scholar] [Crossref]

18. Wang, H. T., J. Y. Shen, F. Wu, Zh. Q. An, and T. Y. Liu. 2019. Experimental study on elastic-plastic seismic response analysis of concrete gravity dam with strain rate effect. Soil Dynamics and Earthquake Engineering 116 (2019): 563–69. [Google Scholar] [Crossref]

19. Wang, J. X., G. Yang, H. L. Liu, S. S. Nimbalkar, X. J. Tang, and Y. Xiao. 2017. Seismic response of concrete-rockfill combination dam using large-scale shaking table tests. Soil Dynamics and Earthquake Engineering 99 (2017): 9–19. [Google Scholar] [Crossref]

20. Wang, J. X., G. Yang, and X. J. Tang. 2022. Test on Stability of Concrete-Rockfill Combination Dam. JOURNAL OF EARTHQUAKE ENGINEERING 26 (16): 8706–23. [Google Scholar] [Crossref]

21. Xu, B., D. G. Zou, and H. B. Liu. 2012. Three-dimensional simulation of the construction process of the Zipingpu concrete face rockfill dam based on a generalized plasticity model. Computers and Geotechnics 43 (6): 143–54. [Google Scholar] [Crossref]

22. Zhu, Y. L., K. Tan, Y. Hong, T. Tan, M. R. Song, and Y. X. Wang. 2021. Deformation of the Geocell Flexible Reinforced Retaining Wall under Earthquake. Advances in Civil Engineering 1–11. Article ID 8897009. [Google Scholar] [Crossref]

Metrics

Views & Downloads

Similar Articles

© 2026 IJLTEMAS · RSIS International. All rights reserved. ISSN 2278-2540.