[1]蔡美峰,何满潮,刘东燕.岩石力学与工程[M].北京:科学出版社,2009:1-5.
[2]孙 钧.岩石流变力学及其工程应用研究的若干进展[J].岩石力学与工程学报,2007,26(6):1081-1106.
SUN Jun.Rock rheological mechanics and its advance in engineering application[J].Chinese Journal of Rock Mechanics and Engineering,2007,26(6): 1081-1106.
[3]杨圣奇.岩石流变力学特性的研究及其工程应用[D].南京:河海大学,2006.
[4]陈 亮,刘建锋,王春萍,等.不同温度及应力状态下北山花岗岩蠕变特征研究[J].岩石力学与工程学报,2015,34(6):1228-1235.
CHEN Liang,LIU Jianfeng,WANG Chunping,et al.Creeping behavior of beishan granite under different temperatures and stress conditions[J].Chinese Journal of Rock Mechanics and Engineering,2015,34(6): 1228-1235.
[5]徐小丽,高 峰,张志镇.高温后围压对花岗岩变形和强度特性的影响[J].岩土工程学报,2014,36(12):2246-2252.
XU Xiaoli,GAO Feng,ZHANG Zhizhen.Influence of confining pressure on deformation and strength properties of granite after high temperatures[J].Chinese Journal of Geotechnical Engineering,2014,36(12):2246-2252.
[6]韦立德,徐卫亚,朱珍德,等.岩石黏弹塑性模型的研究[J].岩土力学,2002,23(5):583-586.
WEI Lide,XU Weiya,ZHU Zhende,et al.Study on constitutive model of viscoelasto-plastic rock[J].Rock and Soil Mechanics,2002,23(5):583-586.
[7]张民波,朱红青,吝曼卿,等.加卸载下含水率对含瓦斯煤岩损伤变形的影响分析[J].中国安全生产科学技术,2017,13(5):90-95.
ZHANG Minbo,ZHU Hongqing,LIN Manqing,et al.Effect of moisture content on damage deformation of coal containing gas under loading and unloading conditions[J].Journal of Safety Science & Technology,2017,13(5):90-95.
[8]丁志坤,吕爱钟.岩石黏弹性非定常蠕变方程的参数识别[J].岩土力学,2004,25(S):37-40.
DING Zhikun,LYU Aizhong.Parameter identification of non-stationary creep equation of rock[J].Rock and Soil Mechanics,2004,25(S):37-40.
[9]SABATIER J,AGRAWAL O P,MACHADO J A T.Advances in fractional calculus[M].The Netherlands:Springer,2007:115-116.
[10]MAINARDI F.Fractional calculus and waves in linear viscoelasticity:an introduction to mathematical models[M].London:Imperial College Press,2010:368.
[11]BLAIR G W S.The role of psychophysics in rheology[J].Journal of Colloid Science,1947,2(1):21-32.
[12]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):1-4.
GUO Jiaqi,QIAO Chunsheng,XU Chong,et al.The Kelvin-Voigt rheological model based on fractional cal-culus[J].China Railway Science,2009,30(4):1-4.
[13]ZHOU H W,WANG C P,HAN B B,et al.A creep constitutive model for salt rock based on fractional derivatives [J].International Journal of Rock Mechanics and Mining Sciences,2011,48(1):116-121.
[14]吴 斐,谢和平,刘建峰,等.分数阶黏弹塑性蠕变模型试验研究[J].岩石力学与工程学报,2014,33(5):964-970.
WU Fei,XIE Heping,LIU Jianfeng,et al.Experimental study of fractional viscoelastic-plastic creep model[J].Chinese Journal of Rock Mechanics and Engineering,2014,33(5):964-970.
[15]KILBAS A A A,SRIVASTAVA H M,TRUJILLO J J.Theory and applications of fractional differential equations[M].Elsevier Science Limited,2006
[16]ADOLFSSON K,ENELUND M,OLSSON P.On the fractional order model of viscoelasticity [J].Mechanics of Time-dependent Materials,2005,9(1):15-34.
[1]杨涛,聂百胜,陈学习.预置裂隙花岗岩受载破坏双差层析成像研究[J].中国安全生产科学技术,2016,12(9):20.[doi:10.11731/j.issn.1673-193x.2016.09.003]
YANG Tao,NIE Baisheng,CHEN Xuexi.Study on double difference tomography for loading failure of preset fracture granite[J].JOURNAL OF SAFETY SCIENCE AND TECHNOLOGY,2016,12(3):20.[doi:10.11731/j.issn.1673-193x.2016.09.003]
[2]龙恩林,陈俊智.花岗岩颗粒流模型循环压缩作用下裂纹特征分析[J].中国安全生产科学技术,2019,15(4):39.[doi:10.11731/j.issn.1673-193x.2019.04.006]
LONG Enlin,CHEN Junzhi.Analysis of crack characteristics of granite particle flow model under cyclic compression[J].JOURNAL OF SAFETY SCIENCE AND TECHNOLOGY,2019,15(3):39.[doi:10.11731/j.issn.1673-193x.2019.04.006]
[3]龙恩林,陈俊智.花岗岩颗粒流模型循环压缩作用下能量特征分析[J].中国安全生产科学技术,2019,15(10):95.[doi:10.11731/j.issn.1673-193x.2019.10.015]
LONG Enlin,CHEN Junzhi.Analysis on energy characteristics of granite particle flow model under cyclic compression[J].JOURNAL OF SAFETY SCIENCE AND TECHNOLOGY,2019,15(3):95.[doi:10.11731/j.issn.1673-193x.2019.10.015]