三峡库区水位变动影响下危岩稳定性研究进展
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重庆市地质矿产勘查开发局208水文地质工程地质队(重庆市地质灾害防治工程勘查设计院)

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重庆市地质矿产勘查开发局科研项目(DKJ-2023-208-B-004);重庆市自然科学基金(CSTB2023NSCQ-MSX0068)


State-of-the-art review of dangerous rocks stability under the influence of water level fluctuations in the Three Gorges Reservoir area
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Hydrogeology & Engineering Team 208, Chongqing Bureau of Geology and Mineral Exploration (Chongqing Reconnaissance and Design Academy of Geological Disasters Prevention and Treatment Engineering)

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    摘要:

    三峡库区危岩具有隐蔽性、突发性、破坏力强、危害性大等特点,库水位周期性变动引起的岩体损伤(劣化)已成为威胁影响库区危岩长期稳定的关键。近年来,许多学者针对水位变动影响下岩体损伤致灾机理,危岩失稳模式和稳定性计算方法等开展了大量研究。通过综合分析研究,认为针对水-岩作用引起的岩体损伤(劣化)试验方法、测试技术和设备等逐步发展,水位变动影响下岩体劣化致灾机理和危岩失稳模式研究更加深入,危岩稳定性计算方法更加科学。未来仍有以下六个方面问题值得开展深入研究:涉水危岩的成灾机理和破坏特征、复杂动态力学环境下的室内模拟实验、原位试验、大型结构面探测;岩体损伤(劣化)规律与空间表达;复杂动力条件下的危岩失稳模式研究;累积损伤和长期稳定性研究、涉水危岩的失稳破坏模式;遥感技术和机器学习模型方法的应用。

    Abstract:

    The dangerous rock in the Three Gorges reservoir area possesses characteristics of concealment, sudden occurrence, strong destructive power, and significant harm. The deterioration of rock mass caused by periodic fluctuation of reservoir water level has become a critical threat to the long-term stability of these hazardous rocks. In recent years, numerous scholars have conducted extensive research on the damage and disaster mechanisms of rock mass under the influence of water level fluctuation, 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 test methods, testing techniques, and equipment for assessing rock mass damage caused by water-rock action have deepened our understanding of disaster mechanisms related to rock mass deterioration and instability modes of dangerous rocks influenced by changes in water levels. Furthermore, it has resulted in more scientifically sound calculation methods for evaluating dangerous rock stability. 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; 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 Model Methods.

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  • 收稿日期:2024-05-08
  • 最后修改日期:2024-08-30
  • 录用日期:2024-09-11
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