[7] Morgenstern N R.Stability charts for earth slopes during rapiddrawdown[J].Geotechnique,1963,13(2):121-131.
[2]
[8] Lane P A,Griffiths D V.Assessment of stability of slopes underdrawdown conditions[J].Journal of Geotechnical and GeoenvironmentalEngineering,2000,126(5):443-450.
[3]
[9] Zhan Tony L T,Zhang W J,Chen Y M.Influence of reservoir levelchange on slope stability of a silty soil bank[C]/ / Proceedingsof the Fourth International Conference on Unsaturated Soils.US.:ASCE,2006: 463-472.
[4]
[1] Dai F C,Deng J H,Tham L G,et al.A large landslide in ZiguiCounty,Three Gorges Area [J].Can.Geotech.J,2004,41:1233-1240.
[5]
[2] Deng Q L,Zhu Z Y,Cui Z Q,et al.Mass rock creep and landslidingon the Huangtupo slope in the reservoir area of the ThreeGorges Project,Yangtze River,China[J].Engineering Geology,2000,58(1):67-83.
[6]
[3] Jappelli R,Musso A.Slope Response to Reservoir Water LevelFluctuations[C]/ /Proceedings of the 10th International Conferenceon Soil Mechanics and Foundation Engineering.Stockholm:A.A.Balkema,1981,3: 437-442.
WANG Yue-min,TANG Jing-hua,LING Jian-ming.Studyon prediction method for reservoir bank caving[J].Chinese Journalof Geotechnical Engineering,2000,22(5):569-571.
[9]
[5] 许强,黄润秋,汤明高,等.山区河道型水库塌岸研究[M].北京: 科学出版社,2009.
[10]
XU Qiang,HUANG Run-qiu,TANG Ming-gao,et al.Studyon Bank Collapse of Mountain Channel-type Reservoirs[M].Beijing:Science Press,2009.
TANG Ming-gao,XU Qiang,HUANG Run-qiu,et al.Study onthe forecasting parameters of the bank failure and the influence factorsin the Yangtze Three Gorges Project Region,China[J].Journalof Chengdu University of Technology: Natural Science.,2006,33(5):460-464.
[13]
[10] Jia G W,Zhan Tony L T,Chen Y M,et al.Performance of alarge-scale slope model subjected to rising and lowering water levels[J].Engineering Geology,2009,106: 92-103.
ZHENG Ying-ren,SHI Wei-min,KONG Wei-xue.Calculationof seepage forces and phreatic surface under draw down conditions[J].Chinese Journal of Rock Mechanics and Engineering,2004,23(18):3203-3210.
WANG Jun-jie.The Stability Analysis Method and InstabilityMechanism of Soil Subgrade along the River: Postdoctoral ResearchingReport[D].Chongqing: Chongqing University,2009.
[18]
[13] Yan Z L,Wang J J,Chai H J.Influence of water level fluctuationon phreatiu line in silty soil model slope[J].Engineering Gelogy,2010,113(1-4):90-98.