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:

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)

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

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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  • 参考文献 [83]
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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.

    参考文献
    [1] 陈洪凯, 董平, 唐红梅. 危岩崩塌灾害研究现状与趋势[J].重庆师范大学学报(自然科学版), 2015, 32(6): 53-60.CHEN H K, DONG P, TANG H M. The status quo and trends of perilous rock and collapse disaster [J]. Journal of Chongqing Normal University (Natural Science), 2015, 32(6): 53-60.(in Chinese)
    [2] 刘新荣, 王浩, 郭雪岩, 等. 考虑消落带岩体劣化影响的典型危岩岸坡稳定性研究[J]. 岩土力学, 2024, 45(2): 563-576.LIU X R, WANG H, GUO X Y, et al. Stability of typical perilous rock bank slope considering the influence of deterioration of rock mass in fluctuation belt[J]. Rock and Soil Mechanics, 2024, 45(2): 563-576. (in Chinese)
    [3] YIN Y P, Yan G Q, HUANG B L, et al. 2020. Geological strength index of the slope rock mass deterioration process of the hydro-fluctuation belt in the Three Gorges Reservoir, China[J]. Journal of Hydraulic Engineering,51(8): 1-14.
    [4] HUANG B L, YIN Y P, ZHANG Z H, et al. 2019. Study on deterioration characteristics of shallow rock mass in water the level fluctuation zone of karst bank slopes in Three Gorges Reservoir area [J]. Chinese Journal of Rock Mechanics and Engineering, 38(9): 1786-1796.
    [5] HUANG B L, YIN Y P, Li B, et al. 2020. Rock mass deterioration and its catastrophic effect of karst bank slope in the Three Gorges Project Reservoir area [J]. Hydrogeology & Engineering Geology, 47(4): 51-61.
    [6] 黄波林,刘广宁,王世昌, 等. 三峡库区高陡岸坡成灾机理研究[M]. 北京:科学出版社,2015.HUANG B L, LIU G N, WANG S C, et al. Failure mechanism of high steep slope in Three Gorges Reservior area [M]. Beijing: Science Press, 2015. (in Chinese)
    [7] 胡厚田.崩塌分类的初步探讨[J].铁道学报, 1985, 7(2): 90-100.Hu H T. Preliminary Investigation on the Classification of Landfalls [J]. Journal of the China Railway Sociely, 1985, 7(2): 90-100.
    [8] 徐刚, 张志斌, 范泽英. 危岩失稳模式分类研究[J]. 工程地质学报, 2017, 25(增刊): 390-399.XU G, ZHANG Z B, FAN Z Y. Research on Classification of Instability Patterns of Dangerous Rocks [J]. Journal of Engineering Geology, 2017, 25(Suppl.): 390-399.
    [9] WANG W, YUAN W, WANG Q Z, et al. Earthquake-induced collapse mechanism of two types of dangerous rock masses [J]. Earthquake Engineering and Engineering Vibration. 2016, 15(02):379-386.
    [10] 陈洪凯, 唐红梅,王蓉.三峡库区危岩稳定性计算方法及应用[J].岩石力学与工程学报, 2004,23(4): 614-619.CHEN H K,TANG H M,WANG R. Calculation method of stability for unslable rock and application to the three gorges reservoir [J]. Chinese Journal of Rock Mechanics and Engineering, 2004, 23(4): 614-619. (in chinese)
    [11] 陈洪凯, 唐红梅.长江三峡水库区危岩分类及宏观判据研究[J].中国地质灾害与防治学报, 2005, 16(4): 53-57, 78.Chen H K, Tang H M. Classification and identify of perilous rock in the area of the Three Gorges Reservoir[J]. The Chinese Journal of Geological Hazard and Control, 2005, 16(4): 53-57, 78. (in Chinese)
    [12] 殷跃平, 黄波林, 张枝华. 三峡工程库区地质灾害防治[M]. 北京, 科学出版社, 2022.YIN Y P, HUANG B L, ZHANG Z H. Geological hazard prevention and control in the Three Gorges Project reservoir area[M]. Beijing, Science Press, 2022. (in Chinese)
    [13] 胡雷,张鹏,黄波林. 三峡库区典型岩溶岸坡危岩体失稳模式和长期稳定性分析[J]. 中国地质灾害与防治学报,2023,34(5): 64-73.HU L,ZHANG P, HUANG B L. Analysis of failure modes and long-term stability of dangerous rock mass on typical karst bankslope in the Three Gorges Reservoir area [J]. TheChinese Journal of Geological Hazard and Control,2023,34(5): 64-73. (in Chinese)
    [14] 王贺, 陈洪凯, 王小委. 类砌体型危岩解体破坏模型试验[J]. 工程地质学报, 2016, 24(增刊):710-716.
    [15] 周云涛, 石胜伟, 张勇, 等. 岩腔后退近水平砂-泥岩互层危岩稳定性研究[J].工程地质学报, 2017, 25(5): 1220-1229. (in Chinese)ZHOU Y T, SHI S W, ZHANG Y, et al. Stability of unstable rock in nearly-horizontal sandstone-mudstone stratum due to enlarged rock-cell [J]. Journal of Engineering Geology, 2017, 25(5): 1220-1229. (in Chinese)
    [16] 张枝华, 黄波林, 胡明军, 等. 三峡工程重庆库区消落区岩体劣化灾变特征与早期防控研究[R]. 重庆, 2023.ZHANG Z H, HUANG B L, HU M J, et al. Research on the characteristics and early prevention and control of rock mass deterioration and disaster in the subsidence area of the Chongqing Reservoir Area of the Three Gorges Project[R]. Chongqing, 2023.
    [17] 殷跃平. 三峡库区地下水渗透压力对滑坡稳定性影响研究[J]. 中国地质灾害与防治学报, 2003, 14(3): 4-11.YIN Y P. Seepage pressure effect on landslide stability at the Three Gorges Reservoir Area [J]. The Chinese Journal of Geological Hazard and Control, 2003, 14(3): 4-11. (in chinese)
    [18] 丁秀丽, 付敬, 张奇华. 三峡水库水位涨落条件下奉节南桥头滑坡稳定性分析[J]. 岩石力学与工程学报, 2004, 23(17): 2913-2919.DING X L, FU J, ZHANG Q H. Stability analysis of landslide in the south end of Fengjie Highway Bridge with fluctuation of water level of Three Gorges Reservoir [J]. Chinese Journal of Rock Mechanics and Engineering, 2004, 23(17): 2913-2919. (in chinese)
    [19] 刘才华, 陈从新, 冯夏庭. 库水位上升诱发边坡失稳机理研究[J]. 岩土力学, 2005, 26(5): 769-773.LIU C H, CHEN C X, FENG X T. Study on mechanism of slope instability due to reservoir water level rise [J]. Rock and Soil Mechanics, 2005, 26(5): 769-773.
    [20] 刘新荣, 景瑞, 缪露莉, 等. 巫山段消落带岸坡库岸再造模式及典型案例分析[J]. 岩石力学与工程学报, 2020, 39(7): 1321-1332.LIU X R, JING R, MIAO L L, et al. Reconstruction models and typical case analysis of the fluctuation belt of reservoir bank slopes in Wushan [J]. Chinese Journal of Rock Mechanics and Engineering, 2020, 39(7): 1321-1332. (in chinese)
    [21] 许彬. 消落带岩体劣化影响下顺层库岸边坡动力损伤及失稳机理研究[D]. 重庆: 重庆大学, 2022.XU Bin. Study on dynamic damage and instability mechanism of bedding reservoir bank slope under the influence of rock mass deterioration in the hydro fluctuation belt [D]. Chongqing: Chongqing University, 2022. (in chinese)
    [22] 唐红梅, 林孝松, 等. 重庆万州区地质灾害危险性分区及评价[J]. 中国地质灾害与防治学报, 2004, 15(3): 1-5.TANG H M, LIN X S, et al. Risk zoning assesment of geological disaster in W anzhou area, Chongqing city [J]. The Chinese Journal of Geological Hazard and Control, 2004, 15(3): 1-5. (in Chinese)
    [23] 楚敬龙,杜加强,等.基于GIS的重庆市万州区滑坡灾害危险性评价[J].中国地质灾害与防治学报,2008, 27(11): 1875-1881.Chu J L, Du J Q, et al. Landslide hazard evaluation for Wanzhou District, Chongqing City, China, using GIS. Geological Bulletin of China, 2008, 27(11): 1875-1881. (in Chinese)
    [24] 董好刚, 陈立德, 黄长生. 三峡库区云阳—江津段危岩形成的影响因素及稳定性评价[J].工程地质学报, 2010, 18(5): 645-650.DONG H G,CHEN L D,HUANG C S. Influential factors and stability evaluation of dangerous rock formation inYunyang-Jiangjin section of three gorges reservoir area[J ].Journal of Engineering Geology,2010, 18(5): 645-650. (in Chinese)
    [25] 贺凯, 陈春利, 冯振等. 塔柱状岩体崩塌灾害研究现状[J]. 地质力学学报, 2016, 22(03): 714-724.HE K, CHEN C L, FENG Z, et al. A Review on the collapse hazard of tower-shaped rock [J]. Journal of Geomechanics, 2016, 22(03): 714-724.(in Chinese)
    [26] 王健, 黄波林, 赵永波, 等. 三峡库区黄南背西危岩体变形机理研究及失稳模式预测[J].华南地质与矿产, 2018, 34(4): 339-346.WANG J, HUANG B L, ZHAO Y B. Study on deformation and failure mechanism of Huangnanbeixi dangerous rock in Three Gorges Reservoir Area [J]. Geology and Mineral Resources of South China, 2018, 34(4): 339-346. (in chinese)
    [27] 陈小婷, 黄波林, 李滨,等. 三峡水库碳酸盐岩区岩溶作用与斜坡破坏[J]. 中国岩溶, 2020, 39(4): 567-576.CHEN X T, HUANG B L, LI Bin, et al. Karstification and slope failure in carbonate areas of Three Gorges Reservoir [J]. CARSOLOGICA SINICA, 2020, 39(4): 567-576. (in Chinese)
    [28] Cojean R,Ca Y J. Analysis and Modeling of Slope Stability in the Three-Gorges Dam Reservoir (China)—the Case of Huangtupo Landslide [J]. Journal of Mountain Science, 2011, 8(2):166-175.
    [29] 黄波林, 殷跃平, 张枝华, 等. 三峡工程库区岩溶岸坡消落带岩体劣化特征研究[J]. 岩石力学与工程学报, 2019, 356(09): 1786-1796.HUANG B L,YIN Y P, ZHANG Z H, et al. Study on deterioration characteristics of shallow rock mass in water the level fluctuation zone of karst bank slopes in Three Gorges Reservoir Area [J]. Chinese Journal of Rock Mechanics and Engineering, 2019, 38(9): 1786-1796. (in Chinese)
    [30] 黄波林, 殷跃平. 水库区滑坡涌浪风险评估技术研究[J]. 岩石力学与工程学报, 2018, 37(3): 621-629.HUANG B L, YIN Y P. Risk assessment research on impulse wave generated by landslide in reservoir [J]. Chinese Journal of Rock Mechanics and Engineering, 2018, 37(3): 621-629. (in chinese)
    [31] Li X, Konietzky H. Numerical simulation schemes for time-dependent crack growth in hard brittle rock [J]. Acta Geotechnica, 2015, 10(4): 513-531.
    [32] WANG L Q, YIN Y R, Zhou CY, et al. Damage evolution of hydraulically coupled Janchuandong dangerous rock mass [J]. Landslides, 2020, 17(5): 1083-1090.
    [33] LIU X R, JIN M H , LI D L, et al. Strength deterioration of a shaly sandstone under dry-wet cycles: a case study from the Three Gorges Reservoir in China [J]. Advances in Materials Science and Engineering, 2018, 77(4): 1607-1621.
    [34] 黄波林, 殷跃平, 李滨, 等. 三峡工程库区岩溶岸坡岩体劣化及其灾变效应[J]. 水文地质工程地质, 2020, 47(4): 51-61.HUANG B L,YIN Y P, Li B, et al. Rock mass deterioration and its catastrophic effect of karst bank slope in the Three Gorges Project Reservoir Area [J]. Hydrogeology & Engineering Geology, 2020, 47(4): 51-61. (in Chinese)
    [35] Yuan W, Liu X R, Fu Y. Study on deterioration of strength parameters of sandstone under the action of dry-wet cycles in acid and alkaline environment [J]. Arabian Journal for Science and Engineering, 2018, 43(1): 335-348.
    [36] 邓华锋, 肖瑶, 方景成, 等. 干湿循环作用下岸坡消落带土体抗剪强度劣化规律及其对岸坡稳定性影响研究[J]. 岩土力学, 2017, 38(9): 2629-2638.
    [37] LIN M L, JENG F S, TSAI L S, et al. Wetting weakening of tertiary sandstones-microscopic mechanism [J]. Environ Geological, 2005, 48: 265–275. (in chinese)
    [38] 刘新荣, 傳晏,王永新, 等. 水-岩作用下砂岩抗剪强度劣化规律的试验研究[J]. 岩士工程学报,2008, 30(9): 1298-1302.LIU X R, FU Y, WANG Y X, et al. Deterioration rules of shear strength of sand rock under water-rock interaction of reservoir [J]. Chinese Journal of Geotechnical Engineering, 2008, 30(9): 1298-1302. (in Chinese)
    [39] 刘新荣, 傳晏,王永新, 等.水-岩相互作用对库岸边坡稳定的影响研究[J].岩土力学. 2009, 30(3): 613- 616, 627.LIU Xin-rong, FU Yan, WANG Yong-xin, et al. Stability of reservoir bank slope under water-rock interaction[J]. Rock and Soil Mechanics, 2009, 30(3): 613-616, 627. (in Chinese)
    [40] 傅晏.干湿循环水岩相互作用下岩石劣化机理研究[D]. 重庆: 重庆大学, 2010.FU Yan. Study on water-rock interaction with the cyclic drying-wetting effect on rock [D]. Chongqing: Chongqing University, 2010. (in Chinese)
    [41] ESTABRAGH A R, MOGHADAS M, JAVADI A A. Effect of different types of wetting fluids on the behavior of expansive soil during wetting and drying[J]. Soils and Foundations, 2013, 53(5): 617–627.
    [42] 张梁.酸性环境干湿交替作用下泥质砂岩宏细观损伤特性研究[D]. 重庆: 重庆大学, 2014.ZHANG L. Study on macro-meso damage characteristics of argillaceous sandstone under dry-wet cycle in acidic condition [D]. Chongqing: Chongqing University, 2014. (in Chinese)
    [43] 王子娟.干湿循环作用下砂岩的宏细观损伤演化及本构模型研究[D].重庆:重庆大学. 2016.WANG Z J. Research on macro and micro damage evolution and constitutive model of sandstone under dry wet cycle action [D]. Chongqing: Chongqing University, 2016. (in chinese)
    [44] 邓华锋, 骆祚森, 张景昱, 等. 库岸边坡消落带水-岩作用研究进展与展望[J]. 三峡大学学报:自然科学版, 2023, 45(5): 95-104.DENG H F, LUO Z L, ZHANG J Y, et al. Progress and Prospects of Research on Water-Rock Interaction in Reservoir Bank Slope [J]. Journal of China Three Gorges University:Natural Sciences, 2023, 45(5): 95-104. (in chinese)
    [45] 刘广宁,齐信, 黄波林, 等. 库水波动带岸坡原位声波测试及劣化特性研究[J]. 工程地质学报, 2017, 25(2): 367-375.LIU G N, QI X, HUANG B L. Sonic wave test and degradation characteristics of reservoir bank slope within water fluctuation belt [J]. Journal of Engineering Geology, 2017, 25(2): 367-375. (in Chinese)
    [46] 胡明军, 张枝华, 殷跃平, 等. 三峡库区巫峡段消落带碳酸盐岩强度弱化研究[J]. 工程地质学报,2023, 31(5): 615- 1627.HU M J, ZHANG Z H, YIN Y P, et al. 2023. Study on strength weakening of carbonate rocks with water level fluctuating in Wuxia of Three Gorges Reservoir area [J]. Journal of Engineering Geology, 31(5):1615-1627.
    [47] 柳万里, 晏鄂川, 戴航, 等. 巴东组泥岩水作用的特征强度及其能量演化规律研究[J]. 岩石力学与工程学报, 2020, 39(2): 311-326.LIU W L, YAN E C, DAI H, et al. Study on characteristic strength and energy evolution law of Badong formation mudstone under water effect [J]. Chinese Journal of Rock Mechanics and Engineering. 2020, 39(2): 311-326. (in chinese)
    [48] 潘永亮,简文星,杨光辉,等.水压力作用下三峡库区侏罗系软岩损伤演化特性研究[J].工程地质学报,2021. 29(3): 693-701.PAN Y L, JIAN W X, YANG C H, et al. Damage and evolution characteristics of Jurassic soft rock in Three Gorges Reservoir area under water pressure [J].Journal of Engineering Geology, 2021, 29(3): 693-701. (in chinese)
    [49] 闫国强, 殷跃平, 黄波林, 等. 三峡库区顺层灰岩岸坡劣化-溃屈灾变机制研究[J].岩土力学, 2022, 43(9): 2568-2580.YAN G Q, YIN Y P, HUANG B L, et al. Deterioration-buckling failure mechanism of consequent bedding limestone bank slope in Three Gorges Reservoir Area [J]. Rock and Soil Mechanics, 2022, 43(9): 2568-2580. (in chinese)
    [50] 薛晶晶, 张振华. 干湿交替中砂岩强度与波速关系的试验研究[J]. 三峡大学学报 (自然科学版), 2011, 33(3): 51-54.XUE J J, ZHANG Z H. Experimental research on relationship between strength of sandstone and wave velocity during wet and dry cycles [J]. Journal of China Three Gorges University (Natural Sciences), 2011, 33(3): 51-54. (in Chinese)
    [51] 李克钢, 郑东普, 黄维辉. 干湿循环作用下砂岩力学特性及其本构模型的神经网络模拟[J]. 岩土力学, 2013, 34(增刊2): 168-173.
    [52] LI K G, ZHENG D P, HUANG W H. Mechanical behavior of sandstone and its neural network simulation of constitutive model considering cyclic drying-wetting effect [J]. Rock and Soil Mechanics, 2013, 34(S2): 168-173. (in chinese)
    [53] WANG Z J, Liu X R, Yang Xet al. An improved Duncan-Chung constitutive model for sandstone subjected drying-wetting cycles and secondary development of the model in FLAC (3D) [J]. Arabian Journal for Science and Engineering, 2017, 42(3): 1265-1282.
    [54] LUO Z S, LI J L, JIANG Q, et al. Effect of the water-rock interaction on the creep mechanical properties of the sandstone rock [J]. Periodica Polytechnica Civil Engineering,2018, 62(2): 451-461.
    [55] 邓华锋, 张恒哀,李建林,等. 水-岩作用对砂岩卸荷力学特性及微观结构的影响[J]. 岩土力学, 2018, 39(7): 2344- 2352.DENG H F, ZHANG H B, LI J L, et al. Effect of water-rock interaction on unloading mechanical properties and microstructure of sandstone [J]. Rock and Soil Mechanics, 2018, 39(7): 2344- 2352. (in Chinese)
    [56] XU Q, YANG H, TANG M G, et al. Variability of permeability and seepage characteristics in soil landslides:A tests case in the Three Gorges Reservoir area, China [J]. Water Science & Technology Water Supply, 2019.
    [57] FANG J C. DENG H F, LI J L,et al. Study on the seepage characteristics and degradation mechanism of a single- jointed sandstone under the cyclic dry-wet process in the Three Gorges reservoir [J]. Bulletin of engineering Geology and the Environment, 2021, 80(10): 8123-8136.
    [58] Liang H, Yuan W, Fu Y, et al. Degradation law of mixed-mode (Ⅰ/Ⅱ) fracture toughness of sandstone under drying-wetting cycles in acid and alkaline environments [J]. Arabian Journal of Geosciences, 2021, 14(14): 1312
    [59] 殷跃平, 闫国强, 黄波林, 等. 三峡水库消落带斜坡岩体劣化过程地质强度指标研究[J]. 水利学报, 2020, 51(8): 883-896.YIN Y P, YAN G Q, HUANG B L, et al. Geological strength index of the slope rock mass deterioration process of the hydro-fluctuation belt in the Three Gorges Reservoir, China [J]. Journal of Hydraulic Engineering, 2020, 51(8): 883-896. (in chinese)
    [60] 黄波林, 王健, 殷跃平, 等. 基于裂隙网络的消落带岩体劣化区域分布研究[J]. 地下空间与工程学报, 2020, 16(06): 1901-1908.HUANG B L, WANG J,YIN Y P, et al. Spatial distribution analysis of degraded karst rock mass in fluctuation zone based on fracture network [J]. Chinese Journal of Underground Space and Engineering, 2020, 16(06): 1901-1908. (in chinese)
    [61] 王永新. 水-岩相互作用机理及其对库岸边坡稳定性影响的研究[D]. 重庆: 重庆大学. 2006.WANG Y X. Research on the Mechanism of Water Rock Interaction and Its Impact on the Stability of Reservoir Bank Slopes [D]. Chongqing: Chongqing University, 2006. (in Chinese)
    [62] 张景昱, 宛良朋, 潘洪月, 等. 考虑水-岩作用特点的典型岸坡长期稳定性分析[J]. 岩土工程学报, 2017, 39(10): 1851-1858.ZHANG J Y, Wan L P, Pan H Y, et al. Long-term stability of bank slope considering characteristics of water-rock interaction [J]. Chinese Journal of Geotechnical Engineering, 2017, 39(10): 1851-1858. (in Chinese)
    [63] WANG L Q, HUANG B L, ZHANG Z H, et al. The analysis of slippage failure of the HuangNanBei slope under dry-wet cycles in the three gorges reservoir region, China [J]. Geomatics Natural Hazards & Risk, 2020, 11(1): 1233-1249.
    [64] 黄叶宁, 邓华锋, 李建林, 等. 水-岩作用下节理岩体剪切力学特性及本构模型[J]. 岩石力学与工程学报, 2023, 42(3): 545-557.HUANG Y N, DENG H F, LI J L, et al. Shear mechanical properties and constitutive model of jointed rock mass under water-rock interaction [J]. Chinese Journal of Rock Mechanics and Engineering, 2023, 42(3): 545-557. (in chinese)
    [65] 邓成进, 王孔伟, 袁秋霜, 等, 2015. 库水长期升降作用下库岸边坡稳定性研究[J]. 长江科学院院报, 32 (4) : 96-100.DENG C J, WANG K W, YUAN Q S, et al. Stability of Reservoir Slope under Repetitive Variation of Reservoir Water Level [J]. Journal of Yangtze River Scientific Research Institute, 32 (4): 96-100. (in chinese)
    [66] 张全, 黄波林, 郑嘉豪, 等. 柱状危岩体压溃式崩塌产生涌浪预测分析[J]. 岩土力学, 2021, 42(10): 2845-2854.ZHANG Q,HUANG B L,ZHENG J H, et al. Prediction and analysis of surge generated by crushing failure collapse of columnar dangerous rock mass[J]. Rock and Soil Mechanics, 2021, 42(10): 2845-2854.
    [67] 张枝华, 杜春兰, 余姝, 等.三峡库区巫峡箭穿洞危岩体稳定性分析及防治工程设计[J].中国地质灾害与防治学报, 2018, 29( 2) : 48-54.Zhang ZH, Du C L,Yu S, et al. Stability analysis and design of control works on Jianchuandong dangerous rockmass in WuxiaGorge,the Three Gorges Reservoir [J]. The Chinese Journal of Geo-logical Harard and Control, 2018, 29(2): 48-54.
    [68] 王文沛,李滨,黄波林,等.三峡库区近水平厚层斜坡滑动稳定性研究——以重庆巫山箭穿洞危岩为例[J].地质力学学报,2016, 22(3): 725-732.WANG W P, LI B, HUANG B L, et al. Stability analysis of sub-hori-zontal thick-bedded slope in three gorges reservoir area: A case study of Jianchuandong dangerous rockmass in Wushan, Chongqing [J]. Journal of Geomechanics, 2016, 22(3): 725-732. (in Chinese)
    [69] 陈小婷, 黄波林. FEM/DEM法在典型柱状危岩体破坏过程数值分析中的应用[J].水文地质工程地质. 2018, (4): 137-141.CHEN X T, HUANG B L. Application of the FEM/DEM method to numerical analyses of the failure process of representative pillar-shape dangerous rockmass [J]. Hydrogeology & Engineering Geology, 2018, (4): 137-141. (in chinese)
    [70] 陈小婷, 王健, 黄波林, 等.库水位变动条件下柱状危岩体变形破坏机理[J].中国地质灾害与防治学报, 2019(2): 9-18.CHEN X T, WANG J, HUANG B L, et al. Deformation and failure mechanism of pillar-shaped dangerous rock mass under resenoir's water level fluctuation [J]. The Chinese Journal of Geological Hazard and Conftrol, 2019(2): 9-18. (in Chinese)
    [71] 胡刘洋,张鹏,黄波林.三峡库区消落带岩体劣化下危岩体长期变形破坏机理—以冠木岭为例[J]. 工程地质学报, 2023, 31(6): 1891-1900.Hu L Y, ZHANG P, HUANG B L. Long-term deformation and failure mechanism of dangerous rock mass in water- level-fluctuation zone of Three Gorges Reservoir area: a case study of Guanmuling [J]. Journal of Engineering Geology, 2023, 31(6): 1891-1900. (in Chinese)
    [72] 陈云飞, 张鹏, 黄波林, 等. 考虑岩体劣化的库岸典型危岩体破坏过程与长期稳定性分析 [J] . 地质力学学报, 2022, 28 ( 6) : 938-947.CHEN Y F, ZHANG P, HUANG B L, et al. . Failure process and long-term stability analysis of typical unstable rock mass in the Three Gorges Reservoir area considering rock mass deterioration [J]. Journal of Geomechanics, 2022, 28 (6): 938-947. (in Chinese)
    [73] 陈洪凯, 鲜学福, 唐红梅. 危岩稳定性断裂力学计算方法[J].重庆大学学报, 2009, 32(4):434-437.CHEN H K,XIAN X F,TANG H M. Stability analysis method for perilous rock by fracture mechanics [J]. Journal of Chongqing University, 2009, 32(4): 434-437. (in chinese)
    [74] 陈涛.滑塌式危岩尖点突变模型研究[J]. 宁夏大学学报(自然科学版), 2015, 36(4): 346-350.CHEN T. Study on cusp catastrophe model for unstable sliding rock [J]. Journal of Ningaxia University (Natural Science Edition ), 2015,36( 4): 346-350. (in chinese)
    [75] 黄江, 石豫川, 吉锋, 等.三维激光扫描技术在高边坡危岩体调查中的应用与讨论[J].长江科学院院报, 2013, 30(11): 45-49.HUANG J,SHI Y C,J F,et al. Discussion on the application of 3-D laser scanning technology to the investigation of high slope perilous rock mass [J]. Journal of Yangtze River Scientific Research Institute,2013,30(11): 45-49. (in chinese)
    [76] DU Y, XIE M W,JIANG Y J, et al. Experimental rock stability assessment using the frozen-thawing test [J]. Rock Mechanics &Rock Engineering, 2017, 50(4): 1-5.
    [77] 贾艳昌, 谢谟文, 昌圣翔,等.基于固有振动频率的滑移式和坠落式危岩块体稳定性评价模型研究[J].岩土力学, 2017, 38(7): 2149-2156.JIA Y C, XIE M W, CHANG S X, et al. A model for evaluation of stability of sliding- and falling-type dangerous rock blocks based on natural vibration frequency [J]. Rock and Soil Mechanics. 2017, 38(7): 2149-2156. (in chinese)
    [78] 王林峰,陈洪凯,唐红梅.考虑软质岩体支撑作用的危岩稳定性分析[J].铁道科学与工程学报.2014, 11(2): 65-70.WANG L F,CHEN H K,TANG H M. Stability analysis of perilous rock considering soft rock mass’s support [J].Journal of Railway Science and Engineering ,2014, 11 ( 2): 65-70. (in chinese)
    [79] 陈洪凯, 秦鑫. 危岩稳定性分析研究现状及趋势[J]. 重庆交通大学学报(自然科学版), 2018, 37(10): 49-60.CHEN H K, QIN X. Status quo and trend of unstable rock stability analysis [J]. Journal of Chongqing Jiaotong University (Natural Science), 2018, 37(10): 49-60. (in chinese)
    [80] 贺凯, 高杨, 殷跃平等. 基于岩体损伤的大型高陡危岩稳定性评价方法[J]. 水文地质工程地质, 2020, 47(7): 82-89.HE K, GAO Y, YIN Y P, et al. Stability assessment methods for huge high-steep unstable rock mass based on damage theory[J]. Hydrogeology & Engineering Geology, 2020, 47(4): 82-89. (in Chinese)
    [81] 吴晓宾, 王平. 软件Geo-Studio在重庆市巫山县板壁岩W1危岩体稳定性分析应用[J]. 矿产与地质, 2019, 33(3): 535-541.WU X B, WANG P. Application of Geo-Studio in the stability analysis of W1 dangerous rock body in slate rock belt in Wushan County of Chongqing City [J]. Mineral Resources and Geology, 2019, 33(3): 535-541. (in chinese)
    [82] 闫国强, 黄波林, 王勋, 等. 基于岩体劣化顺层灰岩岸坡滑移-弯曲失稳机理和评价[J]. 工程地质学报, 2021, 29 ( 3) : 668-679.YAN G Q, HUANG B L, WANG X, et al. Sliding-bending failure mechanism and evaluation of bedding limestone bank slope based on rock mass deterioration in Three Gorges Reservoir area [J]. Journal of Engineering Geology, 2021, 29 (3): 668-679. (in Chinese)
    [83] 殷跃平, 王鲁琦, 赵鹏, 等. 三峡库区高陡岸坡溃屈失稳机理及防治研究[J].水利学报, 2022, 53(4): 379-391.YIN Y P,WANG L Q, ZHAO P, et al. Crashed failure mechanism & prevention of fractured high-steep slopein the Three Gorges Reservoir,China [J]. SHUILI XUEBAO, 2021, 29 (3): 668-679. (in Chinese)……
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  • 收稿日期:2024-05-08
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