三峡库区水位变动影响下危岩稳定性研究进展
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作者:
作者单位:

1.重庆市地质矿产勘查开发局,重庆 401121;2.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),重庆 400700;3.西南大学 资源环境学院,重庆 400716

作者简介:

吕玉香(1984- ),女,博士,正高级工程师,主要从事水工环境地质、防灾减灾研究,E-mail:156052027@qq.com。
LYU Yuxiang(1985- ), PhD, senior engineer, main research interests: hydrogeology, engineering geology and environmental geology, disaster prevention and reduction,E-mail: 156052027@qq.com.

通讯作者:

中图分类号:

TU457;P642.4

基金项目:

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 rock stability under influence of water level fluctuations in the Three Gorges Reservoir area
Author:
Affiliation:

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

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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    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。综合分析研究表明,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6个方面的问题需要深入研究: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方法的应用。

    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. LYU Yuxiang, DU Chunlan, LIU Dongsheng, HE Binghui, ZHANG Zhihua, ZENG Yu. State-of-the-art review of dangerous rock stability under influence of water level fluctuations in the Three Gorges Reservoir area[J]. JOURNAL OF CIVIL AND ENVIRONMENTAL ENGINEERING,2026,48(4):55-70.10.11835/j. issn.2096-6717.2024.073

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  • 收稿日期:2024-05-07
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  • 在线发布日期: 2026-07-08
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