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
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References
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