[1] 辛亚军,安定超,郝海春.高应力水平区混凝土试件蠕变特性及失稳机制[J].采矿与安全工程学报,2018,35(2):382-390.(Xin Yajun,An Dingchao,Hao Haichun.Creep characteristics and instability mechanism of concrete specimen in high-stress area[J].Journal of Mining and Safety Engineering, 2018,35(2):382-390.(in Chinese))
[2] Chen L, Wang C P, Liu J F, et al. A damage-mechanism-based creep model considering temperature effect in granite[J]. Mechanics Research Communications, 2014, 54: 76-82.
[3] Maranini E, Brignoli M. Creep behaviour of a weak rock. Experimental characterization [J]. International Journal of Rock Mechanics & Mining Sciences,1999,36(1):127-138.
[4] Cruden D M. The form of the creep law for rock under uniaxial compression[J]. International Journal of Rock Mechanics and Mining Science and Geomechanics Abstracts,1971,8(2):105-126.
[5] 徐鹏,杨圣奇. 循环加卸载下煤的黏弹塑性蠕变本构关系研究 [J]. 岩石力学与工程学报,2015,34(3):537-545.(Xu Peng,Yang Shengqi. Study on the constitutive relation of viscoelastic plastic creep under cyclic loading and unloading[J]. Chinese Journal of Rock Mechanics and Engineering,2015,34 (3): 537-545. (in Chinese))
[6] 李琦,徐飞,郑贺民,等.冻融循环作用下橡胶混凝土蠕变特性试验研究[J].科学技术与工程,2022,22(8):3261-3268.(Li Qi,Xu Fei,Zheng Hemin,et al.Experimental study on creep characteristics of rubber concrete under freeze-thaw cycles[J].Science Technology and Engineering, 2022,22(8):3261-3268.(in Chinese))
[7] 杨俊涛,宋彦琦,马宏发,等.考虑硬化和损伤效应的盐岩蠕变本构模型研究[J].岩土力学,2023,44(10):2953-2966.(Yang Juntao,Sun Yanqi,Ma Fahong,et al.A creep constitutive model of salt rock considering hardening and damage effects[J].Rock and Soil Mechanics,2023,44(10):2953-2966.(in Chinese))
[8] 程爱平,付子祥,刘立顺,等.胶结充填体蠕变硬化-损伤特征及非线性本构模型[J].采矿与安全工程学报,2022,39(3):449-457.(Cheng Aiping,Fu Zixiang,Liu Lishun,et al.Creep hardening-damage characteristics and nonlinear constitutive model of cemented backfill[J].Journal of Mining & Safety Engineering,2022,39(3):449-457.(in Chinese))
[9] 蔡婷婷,冯增朝,赵东,等.基于硬化-损伤机制的贫煤蠕变本构模型研究[J].岩土力学,2018,39(增1):61-68.(Cai Tingting,Feng Zengchao,Zhao Dong,et al.A creep model for lean coal based on hardening-damage mechanism[J].Rock and Soil Mechanics,2018,39(Supp.1):61-68.(in Chinese))
[10] 梁小勇,薛晓辉,王虎妹,等.岩石时间硬化损伤蠕变特性[J].辽宁工程技术大学学报(自然科学版),2013,32(4):509-512.(Liang Xiaoyong,Xue Xiaohui,Wang Huimei,et al.Damage creep characteristics of rock time-hardening [J].Journal of Liaoning Technical University(Natural Science), 2013,32(4):509-512.(in Chinese))
[11] 宋勇军,雷胜友,刘向科.基于硬化和损伤效应的岩石非线性蠕变模型[J].煤炭学报,2012,37(增2):287-292.(Song Yongjun,Lei Shengyou,Liu Xiangke.Non-linear rock creep model based on hardening and damage effect[J].Journal of China Coal Society,2012,37(Supp.2):287-292.(in Chinese))
[12] 杨圣奇, 朱运华, 于世海. 考虑黏聚力与内摩擦系数的岩石黏弹塑性流变模型[J]. 河海大学学报(自然科学版), 2007, 35(3): 291-297. (Yang Sheng-qi, Zhu Yunhua, Yu Shihai. Nonlinear visco-elasto-plastic rheological model of rock with consideration of cohesion and internal friction coefficient[J]. Journal of Hohai University (Natural Sciences), 2007, 35(3): 291-297. (in Chinese))
[13] 吴文. 盐岩的静、动力学特性试验研究与理论分析[D]. 武汉:中国科学院武汉岩土力学研究所,2003.(Wu Wen. Experimental and theoretical analysis of static and dynamic characteristics of salt rock[D]. Wuhan:Institute of Rock and Soil Mechanics,Chinese Academy of Sciences,2003.(in Chinese))
[14] 肖世武, 周雄, 胡小玲, 等. 分数阶导数线性流变固体模型及其应用[J]. 工程力学, 2012, 29(10): 354-358.(Xiao Shiwu, Zhou Xiong, Hu Xiaoling, et al. Linear rheological solid model with fractional derivative and its application [J]. Engineering Mechanic, 2012, 29(10):354-358.(in Chinese))
[15] 刘开云,薛永涛,周辉.参数非定常的软岩非线性黏弹塑性蠕变模型[J].中国矿业大学学报,2018,47(4): 921-928.(Liu Kaiyun,Xue Yongtao,Zhou Hui.A nonlinear viscoelastic-plastic creep model of soft rock with unsteady parameters[J].Journal of China University of Mining & Technology,2018,47(4): 921-928.(in Chinese))
[16] 何利军, 孔令伟, 吴文军, 等. 采用分数阶导数描述软黏土蠕变的模型[J]. 岩土力学, 2011, 32(增2): 239-243.(He Lijun, Kong Lingwei, Wu Wenjun, et al. Adescription of creep model for soft soil with fractional derivative[J]. Rock and Soil Mechanics, 2011,32(Supp.2): 239-243. (in Chinese))
[17] 崔少东. 岩石力学参数的时效性及非定常流变本构模型研究[D]. 北京: 北京交通大学, 2010.(Cui Shaodong. Study on time effect of rock mechanicalparameters and unsteady rheological constitutive model[D]. Beijing: Beijing Jiaotong University, 2010.(in Chinese))
[18] 刘文博,张树光,李若木.一种基于能量耗散理论的岩石加速蠕变模型[J].煤炭学报,2019,44(9):2741-2750.(Liu Wenbo,Zhang Shuguang,Li Ruomu.Accelerated creep model of rock based on energy dissipation theory.[J].Journal of China Coal Society,2019,44(9):2741-2750.(in Chinese))
[19] 刘保国,崔少东.泥岩蠕变损伤试验研究[J].岩石力学与工程学报,2010,29(10):2127-2133.(Liu Baoguo,Cui Shaodong.Experimental study of creep damage of mudstone[J].Chinese Journal of Rock Mechanics and Engineering,2010,29(10):2127-2133.(in Chinese))
[20] 吴剑锋,李慧剑,王彩华,等.混凝土单轴压缩短时蠕变破坏幂律行为研究[J].硅酸盐通报,2020,39(10):3208-3212, 3229.(Wu Jianfeng,Li Huijian,Wang Caihua,et al.Analysis of power law behavior of creep failure of concrete under short-time uniaxial compression[J].Bulletin of the Chinese Ceramic Society,2020,39(10):3208-3212, 3229.(in Chinese))
[21] 汪妍妍, 盛冬发. 岩石非线性黏弹塑性蠕变模型研究[J]. 应用力学学报, 2020, 37,162(2):227-232.(Wang Yanyan, Sheng Dongfa. Study on nonlinear viscoelastic plastic creep model of rock [J]. Journal of Applied Mechanics,2020,37,162(2):227-232.(in Chinese))
[22] 吴剑锋,李慧剑,王彩华,等.混凝土单轴压缩短时蠕变破坏幂律行为研究[J].硅酸盐报,2020,39 (10): 3208-3212,3229.(Wu Jianfeng,Li Huijian,Wang Caihua,et al. Research on powerlaw behavior of short-time creep failure of concrete under uniaxialcompression[J]. Bulletin of the Chinese Ceramic Society,2020,39(10):3208-3212,3229.(in Chinese))
[23] 张晋勋,宋永威,杨昊,等.冻结饱水砂卵石蠕变损伤特性试验研究[J].科学技术与工程,2021,21(29): 12665-12671.(Zhang Jinxun,Song Yongwei,Yang Hao,et al. Experimentalstudy on creep damage characteristics of frozen saturated sand andpebbles [J]. Science Technology and Engineering,2021,21(29): 12665-12671.(in Chinese))
[24] 郭永成,王树楠,李建林,等.不同水压下饱和砂岩分级加载蠕变特性研究[J].地下空间与工程学报,2025,21(3):910-916.(Guo Yongcheng,Wang Shunan1,Li Jianlin,et al.Study on creep characteristics of saturated sandstone under graded loading with different water pressure[J].Chinese Journal of Underground Space and Engineering,2025,21(3):910-916.(in Chinese))
[25] 邵珠山,李柏霄.泥质粉砂岩隧道变形及长期稳定性研究[J].地下空间与工程学报,2021,17(3):883-896.(Shao Zhushan,Li Boxiao.Study on deformation and secular stability of argillaceous siltstoue tunnel[J].Chinese Journal of Underground Space and Engineering,2021,17(3):883-896.(in Chinese))
[26] 张亮亮, 王晓健. 一种新的岩石非线性损伤蠕变模型[J].应用力学学报, 2020, 37(1):372-377.(Zhang Liangliang, Wang Xiaojian. A new nonlinear damage creep model of rock [J]. Journal of Applied Mechanics, 2020, 37(1): 372-377. (in Chinese))