[1] 张倬元,王士天,王兰生. 工程地质分析原理[M]. 北京:地质出版社,1994:377-380.(ZHANG Zhuo-yuan, WANG Shi-tian, WANG Lan-sheng. Principles of Engineering Geology Analysis[M]. Beijing: Geological Publishing House, 1994: 377-380.(in Chinese)
[2] 程 强,周永江,黄绍槟. 近水平红层开挖边坡变形破坏特征[J]. 岩土力学, 2004, 25(8): 1311-1314.(CHENG Qiang, ZHOU Yong-jiang, HUANG Shao-bin. Distortion and Failure Character of Excavation Slope in Approximate Level Red Beds[J]. Rock and Soil Mechanics, 2004, 25(8): 1311-1314.(in Chinese)
[3] 成国文,李善涛,李 晓,等. 万州近水平地层区堆积层滑坡成因与变形破坏特征[J]. 工程地质学报, 2008, 16(3): 304-310.(CHENG Guo-wen, LI Shan-tao, LI Xiao, et al. Forming Causes and Deformation-Destruction Characters of Accumulative Stratum Landslide in Horizontal Stratum in Wanzhou[J]. Journal of Engineering Geology, 2008, 16(3): 304-310.(in Chinese)
[4] 吉随旺, 张倬元, 王凌云, 等. 近水平软硬互层斜坡变形破坏机制[J]. 中国地质灾害与防治学报, 2000, 1(3): 49-52.(JI Sui-wang, ZHANG Zhuo-yuan,WANG Ling-yun, et al. The Mechanism of Deformation and Failure for the Slope Composed of Nearly Horizontal Competent and Incompetent Intercalated Rock Mass Strata[J]. Chinese Journal of Geological Hazard and Control, 2000, 1(3): 49-52.(in Chinese)
[5] ANDRADE S D. Structural Analysis of the Early Stages of Catastrophic Stratovolcano Flank-collapse Using Analogue Models[J]. Bulletin of Volcanology, 2010, 72(7): 771-789.
[6] HUTCHINSON J N. The Landslide of February, 1959, at Vibstad in Namdalen, Norwegian[J]. Geotechnical Institute Publication, 1965, (61): 1-16.
[7] PAEK J, KOTK B. Svahové Pohyby Blokového Typu[M]. Rozpravy SAV 87 Academia, Praha, 1977:147-159.(in Czech)
[8] 李 聪,朱杰兵,汪 斌. 郧十高速公路第七合同段路堤挡墙地层滑移治理方案研究[R]. 武汉: 长江科学院, 2012.(LI Cong, ZHU Jie-bing, WANG Bin. Treatment Schemes of Strata Sliding of the Embankment Retaining Wall of the 7th Contract Segment of Yunxian-Shiyan Highway[R]. Wuhan: Yangtze River Scientific Research Institute, 2012.(in Chinese)
[9] 孙云志, 张业明. 三峡库区近水平地层滑坡地下水动态特征[J]. 资源环境与工程, 2007, 21(3):298-301.(SUN Yun-zhi, ZHANG Ye-ming. Dynamic Characteristics of Underground Water in the Horizontally Layered Landslides of the Three-Gorges Reservoir Region [J]. Resources Environment Engineering, 2007, 21(3): 298-301.(in Chinese)
[10]黄润秋,赵松江,宋肖兵,等. 四川省宣汉县天台乡滑坡形成过程和机制分析[J]. 水文地质工程地质,2005,32(1):3-15.(HUANG Run-qiu,ZHAO Song-jiang,SONG Xiao-bin,et al. The Formation and Mechanism Analysis of Tiantai Landslide,Xuanhan County,Sichuan Province[J]. Hydrogeology and Engineering Geology,2005,32(1):3-15.(in Chinese)
[11]许 强,范宣梅,李 园,等. 板梁状滑坡形成条件、成因机制与防治措施[J]. 岩石力学与工程学报, 2010, 29(2): 242-250.(XU Qiang,FAN Xuan-mei,LI Yuan,et al. Formation Condition, Genetic Mechanism and Treatment Measures of Plate-shaped Landslide[J]. Chinese Journal of Rock Mechanics and Engineering, 2010, 29(2): 242-250.(in Chinese)
[12]崔 杰,王兰生,徐 进,等. 金沙江中游滑坡堵江事件及古滑坡体稳定性分析[J]. 工程地质学报, 2008, 16(1):6-10.(CUI Jie, WANG Lan-sheng, XU Jin, et al. Stability Analysis of Old Landslide for a Possible Ancient Landslide Event Blocking Middle of Jinsha River[J]. Journal of Engineering Geology, 2008, 16(1):6-10.(in Chinese)
[13]宋玉环. 西南地区软硬互层岩质边坡变形破坏模式及稳定性研究[D]. 成都: 成都理工大学,2011.(SONG Yu-huan. Deformation Failure Mode and Stability Analysis for the Slope Composed of Competent and Incompetent Intercalated Rock Mass Strata[D]. Chengdu: Chengdu University of Technology, 2011.(in Chinese)
[14]赵 勇,许 模,赵红梅.平推式滑坡后缘启动水头探讨[J].人民长江, 2011,42(17):32-36.(ZHAO Yong, XU Mo, ZHAO Hong-mei. Discussion on Starting Water Head in Trailing Edge of Translational Landslide[J]. Yangtze River, 2011, 42 (17): 32-36.(in Chinese)
[15]YAMAGISHI H, IWAHASHI J. Comparison between the Two Triggered Landslides in Mid-Niigata, Japan by July 13 Heavy Rainfall and October 23 Intensive Earthquakes in 2004 [J]. Landslides, 2007, 4: 389-397.
[16]YAMAGISHI H. Recent Landslides in Western Hokkaido, Japan[J]. Pure and Applied Geophysics, 2000, 157: 1115-1134.
[17]范宣梅,许 强,张倬元,等. 平推式滑坡成因机制研究[J]. 岩石力学与工程学报, 2008, 27(增2): 3753-3759.(FAN Xuan-mei,XU Qiang,ZHANG Zhuo-yuan,et al. Study on Genetic Mechanism of Translational Landslide[J]. Chinese Journal of Rock Mechanics and Engineering, 2008, 27(Sup.2): 3753-3759.(in Chinese)
[18]ZARUBA Q,MENCL V.Landslides and Their Control[M]. Czechoslovak: Academy of Sciences and American Elsevier Publication, 1969: 121-122.
[19]李 园. 板梁式滑坡成因机制及防治措施研究[D]. 成都: 成都理工大学,2009.(LI Yuan. Mechanism and Control Measures of Plate Girder Landslide[D]. Chengdu: Chengdu University of Technology, 2009.(in Chinese)
[20]王建锋,苏爱军,尹先忠, 等. 三峡库区云阳塞坝“平台式”斜坡变形机理分析[J]. 水文地质工程地质, 2003, (4): 1-6.(WANG Jian-feng,SU Ai-jun,YIN Xian-zhong, et al. Analysis of Deformation Mechanism of Saiba Slope with Flat Roof in the Three Gorges Reservoir Area[J]. Hydrogeology and Engineering Geology, 2003, (4): 1-6.(in Chinese)
[21]LACOSTE A, LONCKE L, CHANIER F, et al. Morphology and Structure of a Landslide Complex in an Active Margin Setting: The Waitawhiti Complex, North Island, New Zealand [J]. Geomorphology, 2009, 109(3/4):184-196.
[22]罗 冲. 三峡库区重庆市万州区近水平地层滑坡成因机理研究[D]. 武汉: 中国地质大学,2005.(LUO Chong. Mechanism of Landslide of Nearly Horizontal Strata in Wanzhou of Chongqing City in Three Gorges Reservoir Area[D]. Wuhan: China University of Geosciences, 2005.(in Chinese)
[23]殷坤龙,简文星,汪 洋,等.三峡库区万州区近水平地层滑坡成因机制与防治工程研究[M] . 武汉: 中国地质大学出版社,2007.(YIN Kun-long, JIAN Wen-xing, WANG Yang, et al. Mechanism and Preventive Works of Landslide of Nearly Horizontal Strata in Wanzhou of Chongqing City in Three Gorges Reservoir Area[M]. Wuhan: China University of Geosciences Press, 2007.(in Chinese)
[24]黄润秋, 李日国. 三峡库区水平岩层岸坡变形破坏机制的数值模拟研究[J]. 地质灾害与环境保护, 1991, 2(2): 23-31.(HUANG Run-qiu, LI Ri-guo. Numerical Simulation on the Deformation Failure Mechanism of Bank Slope with Horizontal Strata in Three Gorges Reservoir Area[J]. Journal of Geological Hazards and Environment Preservation, 1991, 2(2): 23-31.(in Chinese)
[25]苏爱军, 刘红星, 孙云志,等. 三峡库区水平层状滑坡成因研究[J]. 武汉理工大学学报(交通科学与工程版), 2004, 28(3): 427-430.(SU Ai-jun, LIU Hong-xing, SUN Yun-zhi, et al. On Horizontally Bedded Landslide in the TGP Reservoir Area[J]. Journal of Wuhan University of Technology (Transportation Science Engineering ), 2004, 28(3): 427-430. (in Chinese)
[26]朱益军,朱向荣,丁伯阳,等. 台缙高速公路船山滑坡一体化防治设计[J]. 岩石力学与工程学报, 2005, 24(增2): 5341-5345.(ZHU Yi-jun,ZHU Xiang-rong,DING Bo-yang,et al. Prevention Countermeasure Integrative Design of Chuanshan Landslide at Taizhou-Jinyun Expressway[J]. Chinese Journal of Rock Mechanics and Engineering, 2005, 24(Sup.2): 5341-5345.(in Chinese)
[27]刘 宏, 宋建波, 王文俊. 岩溶区层状缓倾角岩质边坡变形破坏机制研究[J]. 地质灾害与环境保护, 2007, 18(4): 67-73.(LIU Hong, SONG Jian-bo, WANG Wen-jun,et al. Study on the Deformation and Failure Mechanism of Sandwich Glacis Slope in Karst Region[J]. Journal of Geological Hazards and Environment Preservation, 2007, 18(4): 67-73.(in Chinese)
[28]王子忠,许 模,杨绍平. 瓦屋山水电站厂房区红层岩体古滑坡稳定性研究[J].工程地质学报,2011,19(2): 213-218.(WANG Zi-zhong, XU Mo, YANG Shao-ping. Stability Analysis of Paleo-slided Red Bedrock mass at Powerhouse Site of Wawu Mountain Hydropower Project[J]. Journal of Engineering Geology,2011,19(2): 213-218.(in Chinese)
[29]黄润秋. 20世纪以来中国的大型滑坡及其发生机制[J]. 岩石力学与工程学报, 2007, 26(3): 433-454.(HUANG Run-qiu. Large-scale Landslides and Their Sliding Mechanisms in China since the 20th Century[J]. Chinese Journal of Rock Mechanics and Engineering, 2007, 26(3): 433-454.(in Chinese)
[30]舒中潘,袁 磊,汪 竟. 暴雨对四川三台县中新中学滑坡稳定性的影响[J]. 四川地质学报,2009,29(2):178-179.(SHU Zhong-pan, YUAN Lei, WANG Jing. Influence of Rainstorm on Stability of the Zhongxin Middle School Landslide in Santai County, Sichuan[J]. Acta Geologica Sichuan, 2009, 29(2): 178-179.(in Chinese)
[31]周应华,邵 江,罗阳明. 近水平红层边坡变形破坏的力学机制分析[J]. 路基工程, 2006, (1): 6-7.(ZHOU Ying-hua, SHAO Jiang, LUO Yang-ming. Mechanical Mechanism of Deformation Failure of Nearly Horizontal Red Bed Slope[J]. Subgrade Engineering, 2006, (1): 6-7.(in Chinese)
[32]吕美君,晏鄂川,程江涛. 近水平岩层滑坡启动的临界水柱高度分析[J]. 岩土力学, 2008, 29(1): 207-211.(LV Mei-jun, YAN E-chuan, CHENG Jiang-tao. Study on Critical Depth of Fracture Water for Nearly Horizontal Strata Landslide[J]. Rock and Soil Mechanics, 2008, 29(1): 207-211.(in Chinese)
[33]赵权利,孙红月,王智磊,等. 承压水对平推式滑坡的作用分析[J]. 岩石力学与工程学报, 2012, 31(4): 762-769.(ZHAO Quan-li,SUN Hong-yue,WANG Zhi-lei,et al. Influence of Confined Water on Translational Landslide[J]. Chinese Journal of Rock Mechanics and Engineering, 2012, 31(4): 762-769.(in Chinese)
[34]冯文凯, 石豫川, 柴贺军, 等. 缓倾角层状高边坡变形破坏机制物理模拟研究[J]. 中国公路学报, 2004, 17(2): 32-36. (FENG Wen-kai, SHI Yu-chuan, CHAI He-jun, et al. Study of Mechanism of Deformation Failure of a Low-angle Bedded High Slope with Physical Simulation Method[J]. China Journal of Highway and Transport, 2004, 17(2): 32-36.(in Chinese)
[35]柴 波,殷坤龙,简文星,等. 红层水岩作用特征及库岸失稳过程分析[J]. 中南大学学报(自然科学版) , 2009, 40(4): 1092-1098.(CHAI Bo, YIN Kun-long, JIAN Wen-xing, et al. Analysis of Water-Rock Interaction Characteristics and Bank Slope Failure Process of Red-bed[J]. Journal of Central South University(Science and Technology), 2009, 40(4): 1092-1098.(in Chinese)
[36]王志俭,殷坤龙,简文星,等. 三峡库区万州红层砂岩流变特性试验研究[J]. 岩石力学与工程学报, 2008, 27(4):840-847.(WANG Zhi-jian,YIN Kun-long,JIAN Wen-xing,et al. Experimental Study on Rheological Behaviors of Wanzhou Red Sandstone in Three Gorges Reservoir Area[J]. Chinese Journal of Rock Mechanics and Engineering, 2008, 27(4): 840-847. (in Chinese)
[37]王志俭,殷坤龙,简文星. 万州区红层软弱夹层蠕变试验研究[J]. 岩土力学, 2007, 28(增刊): 40-44.(WANG Zhi-jian,YIN Kun-long,JIAN Wen-xing. Experimental Research on Creep of Incompetent Beds in Jurassic Red Clastic Rocks in Wanzhou[J]. Rock and Soil Mechanics, 2007, 28(Sup.): 40-44. (in Chinese)
[38]FUKUOKA H, WANG G H, SASSA K, et al. Earthquake-induced Rapid Long-traveling Flow Phenomenon: May 2003 Tsukidate Landslide in Japan[J]. Landslides, 2004, 1(2):151-155.
[39]缪海波, 殷坤龙, 李远耀. 近水平地层滑坡平面失稳模型与破坏判据研究[J]. 水文地质工程地质,2009,(1):69-74.(MIAO Hai-bo , YIN Kun-long , LI Yuan-yao. Study on Plane Instability Model and Failure Criterion of Horizontal-strata Landslide [J]. Hydrogeology and Engineering Geology,2009,(1):69-74. (in Chinese)
[40]杨治林. 地下水作用下复合介质边坡岩体的位移判据研究[J]. 岩石力学与工程学报, 2003, 22(5):820-823.(YANG Zhi-lin. Research on Displacement Criterion for Compound Rock Mass Slope Affected by Groundwater[J]. Chinese Journal of Rock Mechanics and Engineering, 2003, 22(5): 820-823. (in Chinese)
[41]张 衡,许 模,马 莹,等. 西南某电站消力塘边坡雾化作用下的稳定性研究[J]. 岩石力学与工程学报, 2007, 26(增2): 4153-4157.(ZHANG Heng,XU Mo,MA Ying,et al. Research on Stability of Hydropower Station Plunge Pool Slope Affected by Atomization-Rain in Southwest of China[J]. Chinese Journal of Rock Mechanics and Engineering, 2007, 26(Sup.2): 4153-4157. (in Chinese)
[42]刘才华,徐 健,曹传林,等. 岩质边坡水力驱动型顺层滑移破坏机制分析[J]. 岩石力学与工程学报, 2005, 24(19): 3529-3533. (LIU Cai-hua, XU Jian, CAO Chuan-lin, et al. Analysis of Bedding-slip Failure Mechanism of Rock Slope Due to Hydraulic Drive [J]. Chinese Journal of Rock Mechanics and Engineering, 2005, 24(19): 3529-3533. (in Chinese)
[43]冯学钢. 缓倾角层状边坡变形破坏机制及整治措施研究[J]. 西南公路, 2005, (1): 87-92. (FENG Xue-gang. Deformation Failure Mechanism and Treatment Measures of Slopes with Gently Inclined Strata[J]. Southwest Highway, 2005, (1): 87-92.(in Chinese)
[44]范宣梅,许 强,黄润秋,等. 四川宣汉天台特大滑坡的成因机理及排水工程措施研究[J]. 成都理工大学学报(自然科学版),2006,33(5):448-454.(FAN Xuan-mei,XU Qiang,HUANG Run-qiu,et al. The Formation Mechanism of the Tiantai Landslide Induced by Precipitation in Xuanhan, Sichuan and the Design of Drainage[J]. Journal of Chengdu University of Technology (Science Technology Edition),2006,33(5):448-454. (in Chinese)
[45]王振伟,王来贵,王建国,等. 弱面控制蠕动边坡变形机制及滑坡控制技术[J]. 辽宁工程技术大学学报(自然科学版), 2010, 29(2): 197-200.(WANG Zhen-wei,WANG Lai-gui,WANG Jian-guo,et al. Study on Deformation Mechanism and Control Technique of Creeping Slope with Weak Plane[J]. Journal of Liaoning Technical University(Natural Science), 2010, 29(2): 197-200. (in Chinese)
[46]左昌虎. 三峡库区重庆市万州区近水平地层滑坡群成因机制研究与防治对策研究[D]. 成都: 成都理工大学,2008.(ZUO Chang-hu. Formation Mechanism and Preventive Measures of Landslides with Nearly Horizontal Strata in Wanzhou of Chongqing City in Three Gorges Reservoir Area[D]. Chengdu: Chengdu University of Technology, 2008.(in Chinese)
[47]程 强. 红层软岩开挖边坡致灾机理及防治技术研究[D]. 成都: 西南交通大学,2003.(CHENG Qiang. Mechanism and Prevention Technologies of Hazards of Excavated Slopes of Red Bed Soft Rock[D]. Chengdu: Southwest Jiaotong University, 2003.(in Chinese)