[1] Chen W.Z., Wang Z.C., Wu G.J., et al.2007.Nonlinear Creep Damage Constitutive Model of Rock Salt and Its Application to Engineering[J].Chinese Journal of Rock Mechanics and Engineering, 26(3):467-472(in Chinese with English abstract). https://www.researchgate.net/publication/288663285_Nonlinear_creep_damage_constitutive_model_of_rock_salt_and_its_application_to_engineering
[2] Conil N., Djeran-Maigre I., Cabrillac R., et al.2004.Poroplastic Damage Model for Claystones[J].Applied Clay Science, 26(1-4):473-487.doi: 10.1016/j.clay.2003.12.019
[3] Mclennan, D E..1990.Poroelastic Concepts Explain some of the Hydraulic Fracturing Mechanism.SPE, 152-162. http://www.sciencedirect.com/science/article/pii/B9780884154747500130
[4] Feng W.K., Huang R.Q., Xu Q..2009.The Enlightenment of Microstructure Characteristic and Mechanical Behavior of Rock[J].Research of Soil and Water Conservation, 16(6):26-29(in Chinese with English abstract). doi: 10.1007/s40789-017-0163-4
[5] Hu B., Jiang H.F., Hu X.L., et al.2012.Analysis of Shear Rheological Mechanical Properties of Fuchsia Mudstone[J].Chinese Journal of Rock Mechanics and Engineering, 31(Suppl.1):2796-2802(in Chinese with English abstract). https://www.researchgate.net/publication/289760051_Analysis_of_shear_rheological_mechanical_properties_of_fuchsia_mudstone
[6] Huang S.L., Feng X.T., Zhou H., et al.2010.Study of Aging Failure Mechanics and Triaxial Compression Creep Experiments with Water Pressure Coupled Stress of Brittle Rock[J].Rock and Soil Mechanics, 31(11):3441-3446, 3451(in Chinese with English abstract). https://www.researchgate.net/publication/289464141_Study_of_creep_model_of_rock_salt_with_thermal_damage_considered
[7] Jia S.P., Chen W.Z., Yu H.D., et al.2011.Study of Hydro-Mechanical-Damage Coupled Creep Constitutive Model of Mudstone, Part Ⅰ:Theoretical Model[J].Rock and Soil Mechanics, 32(9):2596-2602(in Chinese with English abstract). https://www.hindawi.com/journals/mpe/2017/6431607/
[8] Liu T.Y., Cao P., Fan X., et al.2012.Splitting Failure Properties of Fractured Rock under High Water Pressure[J].Journal of Central South University(Natural Science Edition), 43(6):2281-2287(in Chinese with English abstract). https://www.researchgate.net/publication/289291385_Splitting_failure_properties_of_fractured_rock_under_high_water_pressure
[9] Luo Y., He S.M., He J.C..2014.Effect of Rainfall Patterns on Stability of Shallow Landslide[J].Earth Science, 39(9):1357-1363(in Chinese with English abstract). https://www.researchgate.net/publication/288575551_Effect_of_rainfall_patterns_on_stability_of_shallow_landslide
[10] Qi Y.J., Jiang Q.H., Wang Z.J., et al.2012.3D Creep Constitutive Equation of Modified Nishihara Model and Its Parameters Identification[J].Chinese Journal of Rock Mechanics and Engineering, 31(2):347-355(in Chinese with English abstract). https://www.researchgate.net/publication/248131947_Recognition_of_creep_model_of_layer_composite_rock_mass_and_its_application
[11] Sun J..1999. Rheological Behavior of Geomaterials and Its Engineering Applications.China Architecture and Building Press, Beijing (in Chinese).
[12] Tao B., Wu F.Q., Guo G.M., et al.2005.Flexibility of Visco-Elastoplastic Model to Rheological Characteristics of Rock and Solution of Rheological Parameter[J].Chinese Journal of Rock Mechanics and Engineering, 24(17):3165-3171(in Chinese with English abstract). https://www.researchgate.net/publication/289582457_Calculation_method_for_creep_deformation_of_axisymmetric_round_well_with_changing_support_force
[13] Vandamme L.M., Roegiers J.C..1990.Poroelasticity in Hydraulic Fracturing Simulators[J].Journal of Petroleum Technology, 42(9):1199-1203.doi:10.2118/16911-pa
[14] Wang R.B., Xu W.Y., Wang W., et al.2010.Experimental Investigation on Creep Behaviors of Hard Rock in Dam Foundation and Its Seepage Laws during Complete Process of Rock Creep[J].Chinese Journal of Rock Mechanics and Engineering, 29(5):960-969(in Chinese with English abstract). https://www.researchgate.net/publication/288052366_Experimental_investigation_on_creep_behaviors_of_hard_rock_in_dam_foundation_and_its_seepage_laws_during_complete_process_of_rock_creep
[15] Wang Z.Y., Li Y.P..2008.Rock Rheological Theory and Numerical Simulation.Science Press, Beijing, 39 (in Chinese).
[16] Wang Z.J., Yin K.L., Jian W.X., et al.2008.Experimental Study on Rheological Behaviors of Wanzhou Red Sandstone in Three Gorges Reservoir Area[J].Chinese Journal of Rock Mechanics and Engineering, 27(4):840-847(in Chinese with English abstract). https://www.researchgate.net/publication/279743641_Rheological_mechanical_properties_of_altered-rock
[17] Yan Y., Wang E.Z., Wang S.J..2010.Numerical Simulation of Rheological Properties of Rocks in Seepage Field[J].Rock and Soil Mechanics, 31(6):1943-1949(in Chinese with English abstract). https://www.researchgate.net/publication/283599630_Numerical_simulation_of_rheological_properties_of_rocks_in_seepage_field
[18] Yang S.Q., Xu W.Y., Xie S.Y., et al.2006.Studies on Triaxial Rheological Deformation and Failure Mechanism of Hard Rock in Saturated State[J].Chinese Journal of Geotechnical Engineering, 28(8):962-969(in Chinese with English abstract). https://www.researchgate.net/publication/279900492_Studies_on_triaxial_rheological_deformation_and_failure_mechanism_of_hard_rock_in_saturated_state
[19] Yu J., Li H., Chen X., et al.2013.Triaxial Experimental Study of Associated Permeability-Deformation of Sandstone under Hydro-Mechanical Coupling[J].Chinese Journal of Rock Mechanics and Engineering, 32(6):1203-1213(in Chinese with English abstract). https://www.researchgate.net/publication/286287522_Experimental_investigation_on_permeability_evolution_of_sandstone_from_fractured_zone_under_coupling_action_of_hydro-mechanical-creep
[20] Zhang Q.Y., Yang W.D., Chen F., et al.2011.Long-Term Strength and Microscopic Failure Mechanism of Hard Brittle Rocks[J].Chinese Journal of Geotechnical Engineering, 33(12):1910-1918 (in Chinese with English abstract). https://www.researchgate.net/publication/288846913_Long-term_strength_and_microscopic_failure_mechanism_of_hard_brittle_rocks
[21] Zhu H.H., Ye B..2002.Experimental Study on Mechanical Properties of Rock Creep in Saturation[J].Chinese Journal of Rock Mechanics and Engineering, 21(12):1791-1796(in Chinese with English abstract). https://www.researchgate.net/publication/283158841_Experimental_study_on_mechanical_properties_of_rock_creep_in_saturation
[22] 陈卫忠, 王者超, 伍国军, 等.2007.盐岩非线性蠕变损伤本构模型及其工程应用.岩石力学与工程学报, 26(3):467-472. http://www.cnki.com.cn/Article/CJFDTOTAL-YSLX200703003.htm
[23] 冯文凯, 黄润秋, 许强.2009.岩石的微观结构特征与其力学行为启示.水土保持研究, 16(6):26-29. http://www.cnki.com.cn/Article/CJFDTOTAL-STBY200906007.htm
[24] 胡斌, 蒋海飞, 胡新丽, 等.2012.紫红色泥岩剪切流变力学特性分析.岩石力学与工程学报, 31(增刊1):2796-2802. http://www.cnki.com.cn/Article/CJFDTOTAL-YSLX2012S1025.htm
[25] 黄书岭, 冯夏庭, 周辉, 等.2010.水压和应力耦合下脆性岩石蠕变与破坏时效机制研究.岩土力学, 31(11):3441-3446.3451. doi: 10.3969/j.issn.1000-7598.2010.11.014
[26] 贾善坡, 陈卫忠, 于洪丹, 等.2011.泥岩渗流-应力耦合蠕变损伤模型研究(Ⅰ):理论模型.岩土力学, 32(9):2596-2602. http://www.cnki.com.cn/Article/CJFDTOTAL-YTLX201110048.htm
[27] 刘涛影, 曹平, 范祥, 等. 2012. 高渗压条件下裂隙岩体的劈裂破坏特性. 中南大学学报(自然科学版), 43(6): 2281-2287.
[28] 罗渝, 何思明, 何尽川.2014.降雨类型对浅层滑坡稳定性的影响.地球科学, 39(9):1357-1363. http://www.cnki.com.cn/Article/CJFDTOTAL-DQKX201409012.htm
[29] 齐亚静, 姜清辉, 王志俭, 等.2012.改进西原模型的三维蠕变本构方程及其参数辨识.岩石力学与工程学报, 31(2):347-355. http://www.cnki.com.cn/Article/CJFDTOTAL-YSLX201202017.htm
[30] 孙钧.1999.岩土材料流变及其工程应用.北京:中国建筑工业出版社.
[31] 陶波, 伍法权, 郭改梅, 等.2005.西原模型对岩石流变特性的适应性及其参数确定.岩石力学与工程学报, 24(17):3165-3171. doi: 10.3321/j.issn:1000-6915.2005.17.026
[32] 王如宾, 徐卫亚, 王伟, 等.2010.坝基硬岩蠕变特性试验及其蠕变全过程中的渗流规律.岩石力学与工程学报, 29(5):960-969. http://www.cnki.com.cn/Article/CJFDTOTAL-YSLX201005015.htm
[33] 王芝银, 李云鹏.2008.岩体流变理论及其数值模拟.北京:科学出版社, 39.
[34] 王志俭, 殷坤龙, 简文星, 等.2008.三峡库区万州红层砂岩流变特性试验研究.岩石力学与工程学报, 27(4):840-847. http://www.cnki.com.cn/Article/CJFDTOTAL-YSLX200804028.htm
[35] 阎岩, 王恩志, 王思敬.2010.渗流场中岩石流变特性的数值模拟.岩土力学, 31(6):1943-1949. http://www.cnki.com.cn/Article/CJFDTOTAL-YTLX201006045.htm
[36] 杨圣奇, 徐卫亚, 谢守益, 等.2006.饱和状态下硬岩三轴流变变形与破裂机制研究.岩土工程学报, 28(8):962-969. http://www.cnki.com.cn/Article/CJFDTOTAL-YTGC200608006.htm
[37] 俞缙, 李宏, 陈旭, 等.2013.渗透压-应力耦合作用下砂岩渗透率与变形关联性三轴试验研究.岩石力学与工程学报, 32(6):1203-1213. http://www.cnki.com.cn/Article/CJFDTOTAL-YSLX201306015.htm
[38] 张强勇, 杨文东, 陈芳, 等.2011.硬脆性岩石的流变长期强度及细观破裂机制分析研究.岩土工程学报, 33(12):1910-1918. http://www.cnki.com.cn/Article/CJFDTOTAL-YTGC201112016.htm
[39] 朱合华, 叶斌.2002.饱水状态下隧道围岩蠕变力学性质的试验研究.岩石力学与工程学报, 21(12):1791-1796. doi: 10.3321/j.issn:1000-6915.2002.12.009