[1] 万新宇, 王光谦. 近60年中国典型洪水灾害与防洪减灾对策[J]. 人民黄河, 2011, 33(8):1-4. [2] 郭秀才, 杨世兴. 监测监控系统原理及应用[M]. 北京:中国电力出版社, 2010. [3] Puppala A J,Congress S S C, Banerjee A. Research advancements in expansive soil characterization, stabilization and geoinfrastructure monitoring[J].Frontiers in Geotechnical Engineering,2019:15-29. [4] Chao K C, Kang J B, Nelson J D.Evaluation of failure of embankment slope constructed with expansive soils[J]. Geotechnical Engineering, 2018, 49(2):140-149. [5] 孙庚宁, 何勇军, 杨阳, 等. 龙江水电站边坡安全监控与预警[J]. 中国水利, 2017(2):41-43. [6] Zhang J, Huang H W. Risk assessment of slope failure considering multiple slip surfaces[J].Computers and Geotechnics, 2016, 74:188-195. [7] Wang Lin, Wu Chongzhi, Li Yongqin, et al. Probabilistic risk assessment of unsaturated slope failure considering spatial variability of hydraulic parameters[J].KSCE Journal of Civil Engineering, 2019, 23(12):5032-5040. [8] Alison McQuillan, Ismet Canbulat,Dan Payne,et al. New risk assessment methodology for coal mine excavated slopes[J].International Journal of Mining Science and Technology, 2018, 28(4):583-592. [9] Li DianQing, Yang ZhiYong, Cao ZiJun,et al. Area failure probability method for slope system failure risk assessment[J].Computers and Geotechnics, 2019, 107:36-44. [10]Qi Shunchao, Vanapalli Sai K, Yang Xing-guo, et al. Stability analysis of an unsaturated expansive soil slope subjected to rainfall infiltration[J].Geomechanics and Engineering, 2019, 19(1):1-9. [11]Yousif I M, Rizgar A H. Large-scale model swelling potential of expansive soils in comparison with oedometer swelling methods[J]. Iranian Journal of Science and Technology, Transactions of Civil Engineering, 2020, 44:1283-1293. [12]李健, 徐鹏, 秦帅, 等. 膨胀土与改良土胀缩性等级评价[J]. 合肥工业大学学报(自然科学版), 2013, 36(8):969-973. [13]黄河勘测规划设计有限公司. 水利水电工程边坡设计规范:SL 386-2007[S]. 北京:中国水利水电出版社, 2007. [14]济南大学, 荣华建设集团有限公司. 建筑基坑工程监测技术规范:GB 50497-2019[S]. 北京:中国计划出版社, 2020. [15]李品钰, 霍亮, 宋继哲, 等. 大坝三维监测报警信息系统研究与实现[J]. 矿山测量, 2020, 48(2):48-53. [16]涂义亮, 刘新荣, 钟祖良, 等. 三类边坡失稳判据的统一性[J]. 岩土力学, 2018, 39(1):173-180. [17]张坤勇, 杜伟, 王乾坤. 基于修正关口太田模型的归一化变形量开挖边坡失稳判据[J]. 土木工程学报, 2019, 52(11):86-96. [18]Liu Zhenghua, Zhang Yanbin, Yoshiharu ISHIKAWA, et al.Landslide hazard and risk assessment on the northern slope of Mt. Changbai, China[J]. Acta Geologica Sinica, 2008, 82(1):214-223. [19]张绍堂, 于文革. 刘家峡水电站大坝监测项目的调整及警戒值的使用[J]. 大坝与安全, 1993, 26(4):38-41. [20]郑丽霞. 基于极限平衡理论的堤坝边坡稳定分析[J]. 地下水, 2019, 41(1):217-219. [21]Zhang Jian, He Peng, Xiao Jie, et al.Risk assessment model of expansive soil slope stability based on Fuzzy-AHP method and its engineering application[J].Geomatics,Natural Hazards and Risk, 2018, 9(1):389-402. [22]Lin Daming, Chen Ping, Ma Jilei, et al. Assessment of slope construction risk uncertainty based on index importance ranking[J]. Bulletin of Engineering Geology and the Environment, 2019, 78(6):4217-4228. [23]Renato Macciotta,Chris Gräpel.Quantitative risk assessment of rock slope instabilities that threaten a highway near Canmore, Alberta,Canada:managing risk calculation uncertainty in practice[J]. Canadian Geotechnical Journal, 2019, 57(3):337-353. [24]AO Oliva-González, Ruiz-Pozo A F, Gallardo-Amaya R J, et al. Landslide risk assessment in slopes and hillsides. Methodology and application in a real case[J]. Dyna, 2019, 86(208):143-152.
2021, Vol. 31 
