[1] 陈宗基. 地下巷道长期稳定性的力学问题[J]. 岩石力学与工程学报,1982,1(1):1–20.(CHEN Zongji. The mechanical problems for the long-term stability of underground galleries[J]. Chinese Journal of Rock Mechanics and Engineering,1982,1(1):1–20.(in Chinese))
[2] 张 平,贺若兰,李夕兵,等. 深部岩石渐进破损本构模型及其应用[J]. 工程力学,2007,24(12):146–152.(ZHANG Ping,HE Ruolan,LI Xibing,et al. Research on progressive damage constitutive model and its application to deep rock[J]. Engineering Mechanics,2007,24(12):146–152.(in Chinese))
[3] 张 盛,王启智. 用变裂缝单一尺寸试样确定大理岩的断裂韧度[J]. 工程力学,2007,24(6):31–35.(ZHANG Sheng,WANG Qizhi. Determination of marble fracture toughness by using variable- crack one-size specimens[J]. Engineering Mechanics,2007,24(6):31–35.(in Chinese))
[4] 邓广哲,朱维申. 蠕变裂隙扩展与岩石长时强度效应实验研究[J]. 实验力学,2002,17(2):177–183.(DENG Guangzhe,ZHU Weishen. An experiment research on the crack propagation in rockmass[J]. Journal of Experimental Mechanics,2002,17(2):177–183.(in Chinese))
[5] ZHU H,YE B,CAI Y,et al. An elastic-viscoplastic model for soft rock around tunnels considering over consolidation and structure effects[J]. Computers and Geotechnics,2013,50:6–16.
[6] SHARIFZADEH M,TARIFARD A,MORIDI M A. Time-dependent behavior of tunnel lining in weak rock mass based on displacement back analysis method[J]. Tunneling and Underground Space Technology,2013,38:348–356.
[7] 陈 亮,陈寿根,张 恒,等. 基于分数阶微积分的非线性黏弹塑性蠕变模型[J]. 四川大学学报:工程科学版,2013,45(3):7–11.(CHEN Liang,CHEN Shougen,ZHANG Heng,et al. A nonlinear viscoelastic-plastic creep model based on fractional calculus[J]. Journal of Sichuan University:Engineering Science,2003,45(3):7–11.(in Chinese))
[8] 高赛红,曹 平,汪胜莲,等. 改进的岩石非线性黏弹塑性蠕变模型及其硬化黏滞系数的修正[J]. 煤炭学报,2012,37(6):936–943.(GAO Saihong,CAO Ping,WANG Shenglian,et al. Improved nonlinear viscoelastic-plastic rheological model of rock and its correction of hardening coefficient of viscosity[J]. Journal of China Coal Society,2012,37(6):936–943.(in Chinese))
[9] MOGHADAM S N,MIZABOZORG H,NOORZAD A,et al. Creep and dilatancy behavior of rock salt around underground caverns[J]. Advanced Materials Research,2013,629:418–422.
[10] DEBERNARDI D,BARLA G. New viscoplastic model for design analysis of tunnels in squeezing conditions[J]. Rock Mechanics and Rock Engineering,2009,42(2):259–288.
[11] 袁小平,刘红岩,王志乔. 压缩载荷作用下岩石的细观损伤和塑性研究[J]. 计算力学学报,2013,30(1):149–155.(YUAN Xiaoping,LIU Hongyan,WANG Zhiqiao. Crack-mechanics damage and plasticity for rock-like materials under compressive loading[J]. Chinese Journal of Computational Mechanics,2013,30(1):149–155.(in Chinese))
[12] 陈有亮. 岩石蠕变断裂特性的试验研究[J]. 力学学报,2003,35(4):480–484.(CHEN Youliang. The experimental study on creep fracture of rock[J]. Acta Mechanics Sinica,2003,35(4):480–484.(in Chinese))
[13] 王学滨. 基于能量原理的岩样单轴压缩剪切破坏失稳判据[J]. 工程力学,2007,24(1):153–156.(WANG Xuebin. Unstable criterion of rock specimen subjected to shear failure in uniaxial compression based on energy principle[J]. Engineering Mechanics,2007,24(1):153–156.(in Chinese))
[1] 杨圣奇,徐卫亚,苏承东,等. 大理岩三轴压缩变形破坏与能量特征研究[J]. 工程力学,2007,24(1):136–142.(YANG Shengqi,XU Weiya,SU Chengdong. Study on the deformation failure and energy properties of marble specimen under triaxial compression[J]. Engineering Mechanics,2007,24(1):136–142.(in Chinese))
[2] STERPI D,GIODA G. Visco-plastic behavior around advancing tunnels in squeezing rock[J]. Rock Mechanics and Rock Engineering,2009,42(2):319–339.
[3] 郑颖人,沈珠江,龚晓南. 广义塑性力学一岩土塑性力学基本原理[M]. 北京:中国建筑工业出版社,2002:18–26.(ZHENG Yingren,SHEN Zhujiang,GONG Xiaonan. Generalized plastic mechanics-the basic principle of geotechnical plastic mechanics[M]. Beijing:China Architecture and Building Press,2002:18–26.(in Chinese))
[4] EWALDS H L,WANHILL R J H. Fracture mechanics arnold edition[M]. London,UK:[s. n.],1984:12–19.
[5] 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.
[6] JIANG Q H,QI Y,WANG Z,et al. An extended Nishihara model for the description of three stages of sandstone creep[J]. Geophysical Journal International,2013,193(2):841–854.
[7] QI Y J,JIANG Q H,WANG Z J. 3D creep constitutive equation of modified nishihara model and its parameters identification[J]. Chinese Journal of Rock Mechanics and Engineering,2012,31(2):347–355.
[8] LI D W, FAN J H, WANG R H. Research on visco-elastic-plastic creep model of artificially frozen soil under high confining pressures[J]. Cold Regions Science and Technology,2011,65(2): 219–225.
[9] YAN Y,WANG S J,WANG E Z. Creep equation of variable parameters based on Nishihara model[J]. Rock and Soil Mechanics,2010,31(10):3 025–3 035.
[10] NARA Y,YAMANAKA H,OE Y,et al. Influence of temperature and water on subcritical crack growth parameters and long-term strength for igneous rocks[J]. Geophysical Journal International,2013,193(1):47–60.
[11] FREITAS T M B,POTTS D M,ZDRAVKOVIC L. Implications of the definition of the Φ function in elastic-viscoplastic models[J]. Géotechnique,2012,62(7):643–648.
[12] Orowan E. Symposium on internal stresses in metals and alloys[J]. Institute of Metals,London,1948,164(6):420–425 .
[13] KRAFFT J M,SULLIVAN A M,BOYLE R W. Effect of dimensions on fast fracture instability of notched sheets[C]// Proceedings of the Crack Propagation Symposium. [S. l.]:[s. n.],1961:8–26.
[1] GROSS D,SEELIG T. Fracture mechanics:with an introduction to micromechanics[M]. [S. l.]:Springer,2011:22–38.
[2] BURDEKIN F M,STONE D E W. The crack opening displacement approach to fracture mechanics in yielding materials[J]. The Journal of Strain Analysis for Engineering Design,1966,1(2):145–153.
[3] WELLS A A. Unstable crack propagation in metals: cleavage and fast fracture[C]// Proceedings of the crack propagation symposium. [S. l.]:[s. n.],1961:820–830.
[4] 赵宝云. 岩石拉压蠕变特性研究及其在地下大空间洞室施工控制中的应用[博士学位论文][D]. 重庆:重庆大学,2011.(ZHAO Baoyun. Study on the rock creep behaviors and its applications in construction control of underground large space cavern[Ph. D. Thesis][D]. Chongqing:College of Civil Engineering,Chongqing University,2011.(in Chinese))
[5] 薛凯喜,赵宝云,刘东燕,等. 岩石非线性拉,压蠕变模型及其参数识别[J]. 煤炭学报,2011,36(9):1 440–1 444.(XUE Kaixi,ZHAO Baoyun,LIU Dongyan,et al. Nonlinear creep model of rock in tensile or compressive stress and its parameter identification[J]. Journal of China Coal Society,2011,36(9):1 440–1 444.(in Chinese))
[6] 赵宝云,刘东燕,朱可善,等. 重庆红砂岩单轴直接拉伸蠕变特性试验研究[J]. 岩石力学与工程学报,2010,30(6):3 960–3 965. (ZHAO Baoyun,LIU Dongyan,ZHU Keshan,et al. Experimental research on creep characteristics of Chongqing red sandstone under direct tension[J]. Chinese Journal of Rock Mechanics and Engineering,2010,30(6):3 960–3 965.(in Chines))
[7] 陈有亮,孙 钧. 岩石的流变断裂特性[J]. 岩石力学与工程学报,1996,15(4):323–327.(CHEN Youliang,SUN Jun. Creep fracture of rock[J]. Chinese Journal of Rock Mechanics and Engineering,1996,15(4):323–327.(in Chinese))
[8] CHEN Y L,SUN J. A criterion for crack initiation and propagation in intact rocks under creep condition[J]. Journal of Coal Science and Engineering(China),2004,9(2):1–4.