[1] 卢书强, 易庆林, 易武, 等. 三峡库区树坪滑坡变形失稳机制分析[J]. 岩土力学, 2014, 35(4): 1123-1130, 1202. LU Shuqiang, YI Qinglin, YI Wu, et al. Analysis of deformation and failure mechanism of Shuping landslide in Three Gorges Reservoir area[J]. Rock and Soil Mechanics, 2014, 35(4): 1123-1130, 1202. [2] SEMENZA E, GHIROTTI M. History of the 1963 Vaiont slide: the importance of geological factors[J]. Bulletin of Engineering Geology and the Environment, 2000, 59(2): 87-97. [3] DYKES A P, BROMHEAD E N. The Vaiont landslide: re-assessment of the evidence leads to rejection of the consensus[J]. Landslides, 2018, 15(9): 1815-1832. [4] PARONUZZI P, RIGO E, BOLLA A. Influence of filling-drawdown cycles of the Vajont reservoir on Mt. Toc slope stability[J]. Geomorphology, 2013, 191: 75-93. [5] WANG Fawu, ZHANG Yeming, HUO Zhitao, et al. Mechanism for the rapid motion of the Qianjiangping landslide during reactivation by the first impoundment of the Three Gorges Dam Reservoir, China[J]. Landslides, 2008, 5(4): 379-386. [6] 肖诗荣, 刘德富, 胡志宇. 三峡库区千将坪滑坡地质力学模型研究[J]. 岩土力学, 2007,28(7): 1459-1464. XIAO Shirong, LIU Defu, HU Zhiyu. Study on geomechanical model of Qianjiangping landslide, Three Gorges Reservoir[J]. Rock and Soil Mechanics, 2007,28(7): 1459-1464. [7] 周剑, 邓茂林, 李卓骏, 等. 三峡库区杉树槽滑坡成因及视向滑动机制分析[J]. 防灾减灾工程学报, 2020, 40(6): 860-866, 883. ZHOU Jian, DENG Maolin, LI Zhuojun, et al. Analysis on the formation and apparent-dip lateral sliding mechanism of Shanshucao landslide in the Three Gorges Reservoir area[J]. Journal of Disaster Prevention and Mitigation Engineering, 2020, 40(6): 860-866, 883. [8] HUANG Haifeng, SONG Kun, YI Wu, et al. Use of multi-source remote sensing images to describe the sudden Shanshucao landslide in the Three Gorges Reservoir, China[J]. Bulletin of Engineering Geology and the Environment, 2019, 78(4): 2591-2610. [9] YIN Yueping, HUANG Bolin, ZHANG Quan, et al. Research on recently occurred reservoir-induced Kamenziwan rockslide in Three Gorges Reservoir, China[J]. Landslides, 2020, 17(8): 1935-1949. [10] GU Dongming, HUANG Da. A complex rock topple-rock slide failure of an anaclinal rock slope in the Wu Gorge, Yangtze River, China[J]. Engineering Geology, 2016, 208: 165-180. [11] 许强, 朱星, 李为乐, 等. “天-空-地”协同滑坡监测技术进展[J]. 测绘学报,2022,51(7):1416-1436. DOI: 10.11947/j.AGCS.2022.20220320. XU Qiang, ZHU Xing, LI Weile, et al. Technical progress of space-air-ground collaborative monitoring of landslide[J]. Acta Geodaetica et Cartographica Sinica, 2022, 51(7): 1416-1436. DOI: 10.11947/j.AGCS.2022.20220320. [12] 朱朋, 卢书强, 薛聪聪, 等. 库水位升降与降雨条件下滑坡的渗流及稳定性分析[J]. 长江科学院院报, 2015, 32(11): 87-92. ZHU Peng, LU Shuqiang, XUE Congcong, et al. Seepage flow and stability analysis of a landslide under the conditions of water level fluctuation of reservoir and rainfall[J]. Journal of Yangtze River Scientific Research Institute, 2015, 32(11): 87-92. [13] 时卫民, 郑颖人. 库水位下降情况下滑坡的稳定性分析[J]. 水利学报, 2004,35(3): 76-80. SHI Weimin, ZHENG Yingren. Analysis on stability of landslide during reservoir drawdown[J]. Journal of Hydraulic Engineering, 2004,35(3): 76-80. [14] 于玉贞, 林鸿州, 李荣建, 等. 非稳定渗流条件下非饱和土边坡稳定分析[J]. 岩土力学, 2008,29(11): 2892-2898. YU Yuzhen, LIN Hongzhou,LI Rongjian, et al. Stability analysis of unsaturated soil slope under transient seepage flow state[J]. Rock and Soil Mechanics, 2008,29(11): 2892-2898. [15] 吴俊杰, 王成华, 李广信. 非饱和土基质吸力对边坡稳定的影响[J]. 岩土力学, 2004,25(5): 732-736, 744. WU Junjie, WANG Chenghua, LI Guangxin. Influence of matric suction in unsaturated soils on slope stability[J]. Rock and Soil Mechanics, 2004,25(5): 732-736, 744. [16] TANG Minggao, XU Qiang, YANG He, et al. Activity law and hydraulics mechanism of landslides with different sliding surface and permeability in the Three Gorges Reservoir Area, China[J]. Engineering Geology, 2019, 260: 105212. [17] 韦方强, 胡凯衡, 陈杰. 泥石流预报中前期有效降水量的确定[J]. 山地学报, 2005,23(4):4453-4457. WEI Fangqiang, HU Kaiheng, CHEN Jie. Determination of effective antecedent rainfall for debris flow forecast[J]. Journal of Mountain Research, 2005,23(4):4453-4457. [18] 黄晓虎, 雷德鑫, 郭飞, 等. 基于变形监测的运动型滑坡临灾预警系统研究[J]. 防灾减灾工程学报, 2019, 39(5): 802-808. HUANG Xiaohu, LEI Dexin, GUO Fei, et al. Early warning model of sports landslide based on deformation monitoring[J]. Journal of Disaster Prevention and Mitigation Engineering, 2019, 39(5): 802-808. [19] 黄晓虎, 雷德鑫, 夏俊宝, 等. 降雨诱发滑坡阶跃型变形的预测分析及应用[J]. 岩土力学, 2019, 40(9): 3585-3592, 3602. HUANG Xiaohu, LEI Dexin, XIA Junbao, et al. Forecast analysis and application of stepwise deformation of landslide induced by rainfall[J]. Rock and Soil Mechanics, 2019, 40(9): 3585-3592, 3602. [20] 高华喜, 殷坤龙. 降雨与滑坡灾害相关性分析及预警预报阀值之探讨[J]. 岩土力学, 2007,28(5): 1055-1060. GAO Huaxi, YIN Kunlong. Discuss on the correlations between landslides and rainfall and threshold for landslide early-warning and prediction[J]. Rock and Soil Mechanics, 2007,28(5): 1055-1060. [21] 许强, 汤明高, 徐开祥, 等. 滑坡时空演化规律及预警预报研究[J]. 岩石力学与工程学报, 2008,27(6): 1104-1112. XU Qiang, TANG Minggao, XU Kaixiang, et al. Research on space-time evolution laws and early warning-prediction of landslides[J]. Chinese Journal of Rock Mechanics and Engineering, 2008,27(6): 1104-1112. [22] 许强. 滑坡的变形破坏行为与内在机理[J]. 工程地质学报, 2012, 20(2): 145-151. XU Qiang. Theoretical studies on prediction of landslides using slope deformation process data[J]. Journal of Engineering Geology, 2012, 20(2): 145-151. [23] 许强, 曾裕平, 钱江澎, 等. 一种改进的切线角及对应的滑坡预警判据[J]. 地质通报, 2009, 28(4): 501-505. XU Qiang, ZENG Yuping, QIAN Jiangpeng, et al. Study on a improved tangential angle and the corresponding landslide pre-warning criteria[J]. Geological Bulletin of China, 2009, 28(4): 501-505. [24] 许强, 黄学斌. 三峡库区滑坡灾害预警预报手册[M]. 北京: 地质出版社, 2014. XU Qiang, HUANG Xuebin. Handbook of landslide disaster early warning and forecast in Three Gorges Reservoir area[M]. Beijing:Geological Publishing House, 2014. [25] ZHAO Bo, ZHANG Haiquan, LIAO Hongjian, et al. Emergency response to the reactivated Aniangzhai landslide resulting from a rainstorm-triggered debris flow, Sichuan Province, China[J]. Landslides, 2021, 18(3): 1115-1130. [26] 许强, 汤明高, 黄润秋. 大型滑坡监测预警与应急处置[M].科学出版社, 2015. XU Qiang, TANG Minggao, HUANG Runqiu. Monitoring,early warning and emergency treatment of large landslide[M]. Beijing:Science Press, 2015. |