[1] 严绍军, 项 伟, 唐辉明, 等. 大岩淌滑坡滑带土蠕变性质研究[J]. 岩土力学, 2008, 29(1): 58-62, 68. (YAN Shao-jun, XIANG Wei, TANG Hui-ming, et al. Research on Creep Behavior of Slip Band Soil of Dayantang Landslide[J]. Rock and Soil Mechanics, 2008, 29(1): 58-62, 68.(in Chinese))
[2] TAO Y, CAO J, HU J, et al. A Cusp Catastrophe Model of Mid-Long-term Landslide Evolution over Low Latitude Highlands of China[J]. Geomorphology, 2013, 187: 80-85.
[3] WANG S, ZHAN Q, WANG L, et al. Unsaturated Creep Behaviors and Creep Model of Slip-surface Soil of a Landslide in Three Gorges Reservoir Area, China[J]. Bulletin of Engineering Geology and the Environment, 2021, 80(7): 5423-5435.
[4] PANIZZO A, DE GIROLAMO P, DI RISIO M, et al. Great Landslide Events in Italian Artificial Reservoirs[J]. Natural Hazards and Earth System Sciences, 2005, 5(5): 733-740.
[5] WANG S, PAN Y, WANG L, et al. Deformation Characteristics, Mechanisms, and Influencing Factors of Hydrodynamic Pressure Landslides in the Three Gorges Reservoir: A Case Study and Model Test Study[J]. Bulletin of Engineering Geology and the Environment, 2021, 80(4): 3513-3533.
[6] LI C, TANG H, WANG Y. Study on the Deformation Mechanism of Reservoir Landslides Considering Rheological Properties of the Slip Zone Soil: a Case Study in the Three Gorges Reservoir Region[J]. Sustainability, 2020, 12(16): 6427.
[7] DING P, XU R, HU Y, et al. Experimental Investigation and Constitutive Modeling of the Shear Creep Behavior of an Overconsolidated Soft Clay[J]. Bulletin of Engineering Geology and the Environment, 2020, 79(6): 3063-3073.
[8] 孙淼军, 唐辉明, 王潇弘, 等. 蠕动型滑坡滑带土蠕变特性研究[J]. 岩土力学, 2017, 38(2): 385-391, 399. (SUN Miao-jun, TANG Hui-ming, WANG Xiao-hong, et al. Creep Properties of Sliding-zone Soil from a Creeping Landslide[J]. Rock and Soil Mechanics, 2017, 38(2): 385-391, 399.(in Chinese))
[9] 郑 俊, 王世梅, 周 辉, 等. 基于伯格模型的非饱和土蠕变模型构建[J]. 长江科学院院报, 2019, 36(8): 112-118, 124. (ZHENG Jun, WANG Shi-mei, ZHOU Hui, et al. A Creep Model of Unsaturated Soil Based on Burger’s Model[J]. Journal of Yangtze River Scientific Research Institute, 2019, 36(8): 112-118, 124.(in Chinese))
[10]王 力, 王 琳, 王世梅, 等. 基于非饱和蠕变模型的滑坡长期变形数值模拟[J]. 长江科学院院报, 2019, 36(12): 113-120. (WANG Li, WANG Lin, WANG Shi-mei, et al. Numerical Analysis of Landslide’s Long-term Deformation Based on Creep Model of Unsaturated Soil[J]. Journal of Yangtze River Scientific Research Institute, 2019, 36(12): 113-120.(in Chinese))
[11]刘虎虎, 缪海波, 陈志伟, 等. 三峡库区侏罗系顺层滑坡滑带土的剪切蠕变特性[J]. 岩土工程学报, 2019, 41(8): 1573-1580. (LIU Hu-hu, MIAO Hai-bo, CHEN Zhi-wei, et al. Shear Creep Behaviors of Sliding-zone Soil of Bedding Landslide in Jurassic Stratum in Three Gorges Reservoir Area[J]. Chinese Journal of Geotechnical Engineering, 2019, 41(8): 1573-1580.(in Chinese))
[12]陈 琼,崔德山,王菁莪,等.不同固结状态下黄土坡滑坡滑带土的蠕变试验研究[J].岩土力学,2020,41(5):1635-1642.(CHEN Qiong,CUI De-shan,WANG Jing-e,et al. An Experimental Study of Creep Characteristics of Sliding Zone Soil of Huangtupo Landslide under Different Consolidation Stresses[J]. Rock and Soil Mechanics,2020,41(5):1635-1642.(in Chinese))
[13]赖小玲, 叶为民, 王世梅. 滑坡滑带土非饱和蠕变特性试验研究[J]. 岩土工程学报, 2012, 34(2): 286-293. (LAI Xiao-ling, YE Wei-min, WANG Shi-mei. Experimental Study on Unsaturated Creep Characteristics of Landslide Soils[J]. Chinese Journal of Geotechnical Engineering, 2012, 34(2): 286-293.(in Chinese))
[14]WANG L, WANG S, LI G, et al. Construction of 3D Creep Model of Landslide Slip-surface Soil and Secondary Development Based on FLAC3D[J]. Advances in Civil Engineering, 2020, Doi: 10.1155/2020/2694651.
[15]NG C W W, PANG Y W. Influence of Stress State on Soil-water Characteristics and Slope Stability[J]. Journal of Geotechnical and Geoenvironmental Engineering, 2000, 126(2): 157-166.
[16]张雪东, 赵成刚, 刘 艳. 变形对非饱和土渗透系数影响规律模拟研究[J]. 工程地质学报, 2010, 18(1): 132-139. (ZHANG Xue-dong, ZHAO Cheng-gang, LIU Yan. Probability Based Model for Influence of Deformation on Hydraulic Conductivity Function of Unsaturated Soils[J]. Journal of Engineering Geology, 2010, 18(1): 132-139.(in Chinese))
[17]YANG Xiao-bin,TAO Zhen-xiang, CAI Bin-bin, et al. Experimental and Theoretical Research on Creep-Seepage Coupling of Coal and Rock under Step load[J]. Disaster Advances, 2013(6): 306-314.
[18]郝富昌,刘彦伟,龙威成,等.蠕变-渗流耦合作用下不同埋深有效抽采半径研究[J].煤炭学报,2017,42(10):2616-2622.(HAO Fu-chang,LIU Yan-wei,LONG Wei-cheng,et al. Effective Gas Extraction Radius of Different Burial Depths under Creep-seepage Coupling[J]. Journal of China Coal Society,2017,42(10): 2616-2622.(in Chinese))
[19]陈俊国, 刘卫群, 梁浩楠. 地下岩体裂隙蠕变渗流耦合分析[J]. 长江科学院院报, 2015, 32(11): 45-51. (CHEN Jun-guo, LIU Wei-qun, LIANG Hao-nan. Creep-seepage Coupled Analysis of Underground Fractured Rock Mass[J]. Journal of Yangtze River Scientific Research Institute, 2015, 32(11): 45-51.(in Chinese))
[20]谈云志, 王世梅, 童富果, 等. 一种测定非饱和土渗透系数的装置及方法: 中国, CN201210196089.4[P]. 2012-10-24.(TAN Yun-zhi, WANG Shi-mei, TONG Fu-guo, et al. A Device and Method for Determining the Permeability Coefficient of Unsaturated Soil: China, CN201210196089.4[P]. 2012-10-24. (in Chinese))