State-of-the-art review of dangerous rock stability under influence of water level fluctuations in the Three Gorges Reservoir area
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1.Chongqing Bureau of Geology and Mineral Exploration, Chongqing 401121, P. R. China;2.Hydrogeology & Engineering Team 208, Chongqing Bureau of Geology and Mineral Exploration (Chongqing Reconnaissance and Design Academy of Geological Disasters Prevention and Treatment Engineering), Chongqing 400700, P. R. China;3.College of Resources and Environment, Southwest University, Chongqing 400716, P. R. China

Clc Number:

TU457;P642.4

Fund Project:

Research Project of Chongqing Geological and Mineral Exploration and Development Bureau (No. DKJ-2023-208-B-004); Natural Science Foundation of Chongqing (No. CSTB2023NSCQ-MSX0068)

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    Abstract:

    The dangerous rock in the Three Gorges Reservoir area has the characteristics of concealment, sudden occurrence, strong destructiveness, and great hazard. The deterioration of rock mass caused by periodic fluctuations of reservoir water level has become a critical threat to the long-term stability of these hazardous rocks. In recent years, scholars have conducted extensive research on the damage and disaster mechanisms of rock mass under the influence of water level fluctuations, as well as on instability models of dangerous rocks and stability calculation methods. Comprehensive analysis and research have led to the conclusion that advancements in testing methods, techniques, and equipment for assessing rock mass damage caused by water-rock interaction have deepened the understanding of disaster mechanisms related to rock mass deterioration and instability modes of dangerous rocks influenced by water level fluctuations. Furthermore, various calculation methods for evaluating dangerous rock stability have been developed. However, there are still six areas worthy of further study: disaster mechanisms and failure characteristics related to water-related hazardous rocks; laboratory simulation experiments under complex dynamic mechanical environments, in-situ tests, and large-scale structural plane detection; regularity and spatial expression of rock mass damage; studies on instability models for dangerous rocks under complex dynamic conditions; cumulative damage assessment and long-term stability studies; instability failure modes associated with water-related hazardous rocks; as well as application of remote sensing technology and machine learning methods.

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吕玉香,杜春兰,刘东升,何丙辉,张枝华,曾玉.三峡库区水位变动影响下危岩稳定性研究进展[J].土木与环境工程学报(中英文),2026,48(4):55~70

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History
  • Received:May 07,2024
  • Revised:
  • Adopted:
  • Online: July 08,2026
  • Published:
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