Citation: | SU Peidong,YAN Lei,QIU Peng,et al. Improved transfer coefficient method for landslide stability evaluation based on reservoir bank slope characteristics[J]. The Chinese Journal of Geological Hazard and Control,2023,34(1): 40-48. DOI: 10.16031/j.cnki.issn.1003-8035.202111034 |
[1] |
ALONSO E E,PINYOL N M. Criteria for rapid sliding I. A review of Vaiont case[J]. Engineering Geology,2010,114(3/4):198 − 210.
|
[2] |
陈长江,杨静熙,刘忠绪. 锦屏一级水电站蓄水后库岸变形破坏规律研究[J]. 地下空间与工程学报,2019,15(2):622 − 628. [CHEN Changjiang,YANG Jingxi,LIU Zhongxu. Mechanism of reservoir bank deformation and failure in Jinping Ⅰ hydropower project after impoundment[J]. Chinese Journal of Underground Space and Engineering,2019,15(2):622 − 628. (in Chinese with English abstract)
|
[3] |
胡启芳,范雷,董治军,等. 基于模糊综合评价的改进层次分析法在滑坡危险评价中的应用[J]. 长江科学院院报,2014,31(5):29 − 33. [HU Qifang,FAN Lei,DONG Zhijun,et al. Application of modified analytic hierarchy process based on fuzzy comprehensive evaluation to landslide risk assessment[J]. Journal of Yangtze River Scientific Research Institute,2014,31(5):29 − 33. (in Chinese with English abstract) DOI: 10.3969/j.issn.1001-5485.2014.05.006
|
[4] |
卫童瑶,殷跃平,高杨,等. 三峡库区巫山县塔坪H1滑坡变形机制[J]. 水文地质工程地质,2020,47(4):73 − 81. [WEI Tongyao,YIN Yueping,GAO Yang,et al. Deformation mechanism of the Taping H1 landslide in Wushan County in the Three Gorges Reservoir area[J]. Hydrogeology & Engineering Geology,2020,47(4):73 − 81. (in Chinese with English abstract)
|
[5] |
张彦锋,铁永波,白永健,等. 云南永善县上坝老滑坡复活机制及新滑坡稳定性分析[J]. 中国地质灾害与防治学报,2020,31(3):41 − 49. [ZHANG Yanfeng,TIE Yongbo,BAI Yongjian,et al. Reactivation mechanism of the old landslide and stability analysis of the new landslide in Shangba,Yongshan County of Yunnan Province[J]. The Chinese Journal of Geological Hazard and Control,2020,31(3):41 − 49. (in Chinese with English abstract)
|
[6] |
杨何,汤明高,许强,等. 长江三峡库区滑坡变形统计特征研究[J]. 灾害学,2021,36(2):37 − 42. [YANG He,TANG Minggao,XU Qiang,et al. Research of statistical characteristics of deformation of landslides in the Three Gorges Reservoir area of the Yangtze River[J]. Journal of Catastrophology,2021,36(2):37 − 42. (in Chinese with English abstract) DOI: 10.3969/j.issn.1000-811X.2021.02.007
|
[7] |
赵松琴,朱思军. 三峡库区典型滑坡预测预报研究[J]. 安全与环境学报,2013,13(6):259 − 264. [ZHAO Songqin,ZHU Sijun. On forecasting typical landslides in the ThreeGorge Reservoir[J]. Journal of Safety and Environment,2013,13(6):259 − 264. (in Chinese with English abstract)
|
[8] |
REHBINDER P. New physico-chemical phenomena in the deformation and mechanical treatment of solids[J]. Nature,1947,159(4052):866 − 867. DOI: 10.1038/159866a0
|
[9] |
崔溦,张志耕,闫澍旺. 膨胀土的干湿循环性状及其在边坡稳定性分析中的应用[J]. 水利与建筑工程学报,2010,8(5):24 − 27. [CUI Wei,ZHANG Zhigeng,YAN Shuwang. Cyclic behavior of expansive soils and its application in slope stability analysis[J]. Journal of Water Resources and Architectural Engineering,2010,8(5):24 − 27. (in Chinese with English abstract) DOI: 10.3969/j.issn.1672-1144.2010.05.007
|
[10] |
吴珺华, 袁俊平. 干湿循环下膨胀土现场大型剪切试验研究[J]. 岩土工程学报, 2013, 35(增刊1): 103 − 107
WU Junhua, YUAN Junping. Field tests on expansive soil during wetting-drying cycles using large shear apparatus[J]. Chinese Journal of Geotechnical Engineering, 2013, 35(Sup 1): 103 − 107. (in Chinese with English abstract)
|
[11] |
徐青,陈士军,傅少君,陈胜宏. 改进剩余推力法及其在三板溪滑坡稳定研究中的应用[J]. 安全与环境学报,2005,5(4):73 − 77. [XU Qing,CHEN Shijun,FU Shaojun,et al. Improved residual thrust method and its application to stabilization study of Sanbanxi Landslide[J]. Journal of Safety and Environment,2005,5(4):73 − 77. (in Chinese with English abstract) DOI: 10.3969/j.issn.1009-6094.2005.04.023
|
[12] |
刘茂,杨红娟,钱江澎. 简化Bishop法的剩余下滑推力计算方法研究[J]. 工程地质学报,2019,27(5):1056 − 1062. [LIU Mao,YANG Hongjuan,QIAN Jiangpeng. Calculation method of landslide residual sliding force using simplified bishop method[J]. Journal of Engineering Geology,2019,27(5):1056 − 1062. (in Chinese with English abstract)
|
[13] |
PREUTH T,GLADE T,DEMOULIN A. Stability analysis of a human-influenced landslide in eastern Belgium[J]. Geomorphology,2010,120(1/2):38 − 47.
|
[14] |
徐则民,黄润秋,唐正光,等. 粘土矿物与斜坡失稳[J]. 岩石力学与工程学报,2005,24(5):729 − 740. [XU Zemin,HUANG Runqiu,TANG Zhengguang,et al. Clay minerals and failure of slopes[J]. Chinese Journal of Rock Mechanics and Engineering,2005,24(5):729 − 740. (in Chinese with English abstract) DOI: 10.3321/j.issn:1000-6915.2005.05.001
|
[15] |
谢小帅,陈华松,肖欣宏,等. 水岩耦合下的红层软岩微观结构特征与软化机制研究[J]. 工程地质学报,2019,27(5):966 − 972. [XIE Xiaoshuai,CHEN Huasong,XIAO Xinhong,et al. Micro-structural characteristics and softening mechanism of red-bed soft rock under water-rock interaction condition[J]. Journal of Engineering Geology,2019,27(5):966 − 972. (in Chinese with English abstract)
|
[16] |
中华人民共和国住房和城乡建设部.水力发电工程地质勘察规范: GB 50287-2016[S]. 北京: 中国计划出版社, 2016.
Ministry of Housing and Urban-Rural Development of the People’s Republic of China. Code for hydropower engineering geological investigation: GB 50287-2016[S]. Beijing: China Planning Press, 2016.
|
[17] |
邓宏艳. 大型水电工程区库岸滑坡形成机理与水作用影响研究[J]. 西南交通大学,2011. [Deng Hongyan. Research on the Menchanism of reservoir landslides and the effect of water in the imporment hydropower engineering regions[J]. Chengdu:Southwest Jiaotong University,2011. (in Chinese with English abstract)
|
[18] |
吴朋宇,张志红,戴福初,等. 顺层岩质边坡溃屈变形机制及失稳判定方法[J]. 吉林大学学报(地球科学版),2022,52(2):517 − 525. [WU Pengyu, ZHANG Zhihong, DAI Fuchu, et al. Buckling deformation mechanism and instability judgment method of bedding rock slope[J]. Journal of Jilin University (Earth Science Edition),2022,52(2):517 − 525. (in Chinese with English abstract)
|
[19] |
唐军峰,唐雪梅,周基,等. 滑坡堆积体变形失稳机制—以贵州剑河县东岭信滑坡为例[J]. 吉林大学学报(地球科学版),2022,52(2):503 − 516. [TANG Junfeng,TANG Xuemei,ZHOU Ji,et al. Deformation and instability mechanism of landslide accumulation: a case study of donglingxin landslide accumulation in Jianhe County, Guizhou Province[J]. Journal of Jilin University (Earth Science Edition),2022,52(2):503 − 516. (in Chinese with English abstract)
|
[20] |
谭福林. 基于不同演化模式的滑坡—抗滑桩体系动态稳定性评价方法研究[D]. 武汉: 中国地质大学, 2018
TAN Fulin. Evaluation method for dynamic stability of landslide stabilizing pile system with different evolution modes[D]. Wuhan: China University of Geosciences, 2018. (in Chinese with English abstract)
|
[21] |
孙立娟. 基于滑带软化的牵引式滑坡渐进失稳机理及其演化试验研究[D]. 成都: 西南交通大学, 2019
SUN Lijuan. Experimental study on progressive instability mechanism and evolution of retrogressive landslide based on sliding zone softening[D]. Chengdu: Southwest Jiaotong University, 2019. (in Chinese with English abstract)
|
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