[1] 冯涛,王文星,潘长良.岩石应力松弛试验及两类岩爆研究[J].湘潭矿业学院学报,2000,15(1):27-31. (Feng Tao, Wang Wenxing, Pan Changliang. Stress relaxation tests of rock and research on two types of rock bursts [J].Journal of Xiangtan Mining Institute, 2000, 15(1):27-31. (in Chinese))
[2] 唐礼忠,潘长良.岩石在峰值荷载变形条件下的松弛试验研究[J].岩土力学,2003,24(6):940-942. (Tang Lizhong, Pan Changliang. Experiment study on properties of stress relaxation of rock under deformation at peak load[J]. Rock and Soil Mechanics,2003,24(6):940-942. (in Chinese))
[3] 邱士利,冯夏庭,张传庆,等.不同初始损伤和卸荷路径下深埋大理岩卸荷力学特性试验研究[J].岩石力学与工程学报,2012,31(8):1686-1697. (Qiu Shili, Feng Xiating, Zhang Chuanqing, et al. Experimental research on mechanical properties of deep marble under different initial damage levels and unloading path[J].Chinese Journal of Rock Mechanics and Engineering,2012,31(8):1686-1697. (in Chinese))
[4] 秦虎,黄滚,王维忠.不同含水率煤岩受压变形破坏全过程声发射特征试验研究[J].岩石力学与工程学报,2012,31(6):1115-1120. (Qin Hu, Huang Gun, Wang Weizhong. Experimental study of acoustic emission characteristics of coal samples with different moisture contents in process of compression deformation and failure[J].Chinese Journal of Rock Mechanics and Engineering, 2012, 31(6):1115-1120. (in Chinese))
[5] 黄涛.裂隙岩体渗流—应力—温度耦合作用研究[J].岩石力学与工程学报,2002,21(1):77-82. (Huang Tao. Coupling study among seepage-stress-temperature in fractured rock mass[J].Chinese Journal of Rock Mechanics and Engineering,2002,21(1):77-82. (in Chinese))
[6] 张慧梅,杨更社.冻融与荷载耦合作用下岩石损伤模型的研究[J].岩石力学与工程学报,2010,29(3):471-476. (Zhang Huimei,Yang Gengshe. Research on damage model of rock under coupling action of freeze-thaw and load [J]. Chinese Journal of Rock Mechanics and Engineering, 2010,29(3):471-476. (in Chinese))
[7] 王浩,王晓东,泮俊.超高路堑边坡治理工程案例研究Ⅰ:边坡失稳机制模拟分析[J].岩石力学与工程学报,2017,36(4):899-909. (Wang Hao, Wang Xiaodong, Pan Jun. A case study of super-high cut slope I: simulation and analysis of instability mechanism of slopes [J]. Chinese Journal of Rock Mechanics and Engineering, 2017, 36(4):899-909. (in Chinese))
[8] 孟国涛,樊义林,江亚丽,等.白鹤滩水电站巨型地下洞室群关键岩石力学问题与工程对策研究[J].岩石力学与工程学报,2016,35(12):2549-2560. (Meng Guotao, Fan Yilin, Jiang Yali, et al. Key rock mechanical problems and measures for huge caverns of Baihetan hydropower plant[J]. Chinese Journal of Rock Mechanics and Engineering,2016,35(12): 2549-2560. (in Chinese))
[9] 魏进兵,邓建辉,王俤剀,等.锦屏一级水电站地下厂房围岩变形与破坏特征分析[J].岩石力学与工程学报,2010,29(6):1198-1205. (Wei Jinbing,Deng Jianhui,Wang Dikai,et al. Characterization of deformation and fracture for rock mass in underground powerhouse of Jinping I Hydropower Station[J].Chinese Journal of Rock Mechanics and Engineering,2010,29 (6) :1198-1205. (in Chinese))
[10] Chrysothemis P, Matthew P, Mark D, et al. The three stages of stress relaxation－observations for the time-dependent behavior of brittle rocks based on laboratory testing[J]. Engineering Geology,2017,216: 56-75.
[11] Yu J, Zhu Y L, Yao W, et al. Stress relaxation behavior of marble under cyclic weak disturbance and confining pressures[J]. Measurement, 2021,182: 109777.
[12] 刘志勇,肖明砾,谢红强,等.基于损伤演化的片岩应力松弛特性[J].岩土力学,2016,37(增1):101-107. (Liu Zhiyong, Xiao Mingli, Xie Hongqiang,et al. Stress relaxation properties of schist based on damage evolution[J].Rock and Soil Mechanics,2016,37(Supp.1):101-107. (in Chinese))
[13] 于怀昌,赵阳,刘汉东,等.三轴应力作用下水对岩石应力松弛特性影响作用试验研究[J].岩石力学与工程学报,2015,34(2):313-322. (Yu Huaichang, Zhao Yang, Liu Handong, et al. Experimental study of influence of water on stress relaxation of rock under triaxial stress[J].Chinese Journal of Rock Mechanics and Engineering,2015,34(2):313-322. (in Chinese))
[14] 李铀,朱维申,彭意,等.某地红砂岩多轴受力状态蠕变松弛特性试验研究[J].岩土力学,2006,27(8):1248-1252. (Li You, Zhu Weishen, Peng Yi, et al. Multi-axial experimental study on creep and relaxation properties of red sandstone from somewhere[J]. Rock and Soil Mechanics,2006,27(8):1248-1252. (in Chinese))
[15] 于怀昌,周敏,刘汉东,等.粉砂质泥岩三轴压缩应力松弛特性试验研究[J].岩石力学与工程学报,2011,30(4):803-811. (Yu Huaichang, Zhou Min, Liu Handong, et al. Experimental investigation on stress relaxation properties of silty mudstone under triaxial compression[J]. Chinese Journal of Rock Mechanics and Engineering, 2011, 30(4):803-811. (in Chinese))
[16] 田洪铭,陈卫忠,赵武胜,等.宜-巴高速公路泥质红砂岩三轴应力松弛特性研究[J].岩土力学,2013,34(4):981-986. (Tian Hongming, Chen Weizhong, Zhao Wusheng, et al. Analysis of triaxial stress relaxation properties of red silty mudstone of Yichang-Badong highway[J]. Rock and Soil Mechanics, 2013,34(4):981-986. (in Chinese))
[17] Koeller R C. Applications of fractional calculus to the theory of viscoelasticity [J]. Journal of Applied Mechanics, 1984, 51(2):299-307.
[18] 郭佳奇,乔春生,徐冲,等.基于分数阶微积分的Kelvin-Voigt流变模型[J].中国铁道科学,2009,30(4):1-6. (Guo Jiaqi, Qiao Chunsheng, Xu Chong, et al. The Kelvin-Voigt rheological model based on fractional calculus[J].China Railway Science,2009,30(4):1-6. (in Chinese))
[19] 苏腾,周宏伟,赵家魏,等.基于变阶分数阶导数的岩石蠕变模型[J].岩石力学与工程学报,2019,38(7):1355-1363. (Su Teng,Zhou Hongwei,Zhao Jiawei,et al. A creep model of rock based on variable order fractional derivative[J].Chinese Journal of Rock Mechanics and Engineering,2019,38(7):1355-1363. (in Chinese))
[20] 李德建,刘校麟,韩超. 基于等效黏弹性的变阶分数阶岩石损伤蠕变模型[J].岩土力学,2020,41(12):3831-3839. (Li Dejian,Liu Xiaolin,Han Chao. Variable-order fractional damage creep model based on equivalent viscoelasticity for rock[J].Rock and Soil Mechanics,2020,41(12):3831-3839. (in Chinese))
[21] 于怀昌,史广诚,刘汉东,等.基于分数阶微积分的岩石非线性黏弹性应力松弛模型研究[J].应用基础与工程科学学报,2019,27(1):194-204. (Yu Huaichang, Shi Guangcheng, Liu Handong, et al. Study on nonlinear viscoelastic stress relaxation model of rock based on fractional order calculus[J].Journal of Applied Foundation and Engineering Science, 2019, 27(1):194-204. (in Chinese))
[22] Yin D S,Zhang W,Cheng C, et al. Fractional time-dependent Bingham model for muddy clay[J]. Journal of Non-Newtonian Fluid Mechanics,2012,187-188: 32-35.
[23] Zhang S G, Chen L, Liu W B. Unsteady fractional stress relaxation time effect model[J]. Arabian Journal of Geosciences,2020,13(22): 1206.
[24] International Society for Rock Mechanics Commission on Standardization of Laboratory and Field Tests. Suggested methods for determining the strength of rock material in triaxial compression[J]. International Journal of Rock Mechanics and Mining Sciences and Geomechanics Abstracts,1978,15(2):47-51.
[25] 周维垣.高等岩石力学[M].北京:水利电力出版社, 1990. (Zhou Weiyuan. Advanced rock mechanics[M].Beijing: Water Conservancy and Electric Power Press,1990. (in Chinese))
[26] 沈明荣,陈建峰.岩体力学[M].上海:同济大学出版社,2015. (Shen Mingrong, Chen Jianfeng. Rock mechanics[M]. Shanghai: Tongji University Press, 2015. (in Chinese))
[27] 朱子涵,蔚立元,孟庆彬,等.峰前卸荷损伤大理岩的动静力学特性试验研究[J].岩石力学与工程学报,2019,38(4):747-756. (Zhu Zihan, Wei Liyuan, Meng Qingbin, et al. Experimental study on dynamic and static mechanical properties of marble damaged by pre-peak unloading [J]. Chinese Journal of Rock Mechanics and Engineering, 2019,38(4):747-756. (in Chinese))
[28] 李景龙,朱子涵,蔚立元,等.大理岩峰前卸荷损伤表征及再承载破坏耗能特征[J].岩石力学与工程学报,2020,39(12):2429-2438. (Li Jinglong, Zhu Zihan, Wei Liyuan, et al. Unloading damage characterization and reloading failure energy dissipation characteristics of marble in front of peaks[J]. Chinese Journal of Rock Mechanics and Engineering, 2020,39(12):2429-2438. (in Chinese))
[29] 王春萍,刘建锋,刘健,等.含卸荷裂隙北山花岗岩蠕变特征试验研究[J].地下空间与工程学报,2023,19(3):888-896.(Wang Chunping,Liu Jianfegn,Liu Jian,et al.Experimental study on creep behavior of unloading-cracked Beishan granite[J].Chinese Journal of Underground Space and Engineering,2023,19(3):888-896.(in Chinese))
[30] 付宏渊,邱祥,史振宁,等.基于弹塑性损伤模型的岩石加卸载计算研究[J].地下空间与工程学报,2018,14(1):12-18.(Fu Hongyuan,Qiu Xiang,Shi Zhenning,et al.Computing research on rock loading and unloading based on coupled elastoplasticity damage model[J].Chinese Journal of Underground Space and Engineering,2018,14(1):12-18.(in Chinese))
[31] 张全胜,杨更社,任建喜.岩石损伤变量及本构方程的新探讨[J].岩石力学与工程学报,2003,22(1):30-34. (Zhang Quansheng, Yang Gengshe, Ren Jian-xi. New study of damage variable and constitutive equation of rock [J]. Chinese Journal of Rock Mechanics and Engineering,2003, 22(1):30-34. (in Chinese))
[32] Lemaitre J. How to use damage mechanics[J].Nuclear Engineering & Design, 1984, 80(1):233-245.
[33] 孙钧.岩土材料流变及其工程应用[M].北京:中国建筑工业出版社,1999. (Sun Jun. Rheological behavior of geomaterials and its engineering applications[M]. Beijing:China Architecture and Building Press,1999. (in Chinese))
[34] Zhou H W,Wang C P,Mishaevsky L J,et al. A fractional derivative approach to full creep regions in salt rock[J]. Mechanics of Time-dependent Materials,2013,17(3):413-425.
