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Volume 36 Issue 2
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WANG Gang, LIU Chuan-zheng, WU Xue-zhen. Coupling rheological model for end-anchored bolt and surrounding rock mass[J]. Chinese Journal of Geotechnical Engineering, 2014, 36(2): 363-375. DOI: 10.11779/CJGE201402014
Citation: WANG Gang, LIU Chuan-zheng, WU Xue-zhen. Coupling rheological model for end-anchored bolt and surrounding rock mass[J]. Chinese Journal of Geotechnical Engineering, 2014, 36(2): 363-375. DOI: 10.11779/CJGE201402014
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Coupling rheological model for end-anchored bolt and surrounding rock mass

  • 1. Shandong Provincial Key Laboratory of Civil Engineering Disaster Prevention and Mitigation, Shandong University of Science and Technology, Qingdao 266590, China;
    2. State Key Laboratory of Mining Disaster Prevention and Control Co-founded by Shandong Province and the Ministry of Science and Technology, Shandong University of Science and Technology, Qingdao 266590, China

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  • Received Date: August 05, 2013
  • Published Date: February 20, 2014
    Graphical Abstract
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    • References (17)
  • [1]
    程良奎, 范景论, 韩 军. 岩土锚固[M]. 北京: 中国建筑工业出版社, 2007. (CHEN Liang-kui, FAN Jing-lun, HAN Jun. Geotechnical anchorage[M]. Beijing: China Architecture & Building Press, 2007. (in Chinese))
    [2]
    康红普, 林 健, 杨景贺, 等. 松软破碎硐室群围岩应力分布及综合加固技术[J]. 岩土工程学报, 2011, 33(5): 808-814. (KANG Hong-pu, LIN Jian, YANG Jing-he, et al. Stress distribution and synthetic reinforcing technology for chamber group with soft and fractured surrounding rock[J]. Chinese Journal of Geotechnical Engineering, 2011, 33(5): 808-814. (in Chinese))
    [3]
    张玉军, 孙 钧. 锚固体岩体的流变模型及计算方法[J]. 岩土工程学报, 1994, 16(3): 33-45. (ZHANG Yu-jun, SUN Jun. Rheological models and calculation methods for bolted rock masses[J]. Chinese Journal of Geotechnical Engineering, 1994, 16(3): 33-45. (in Chinese))
    [4]
    张玉军, 刘谊平. 锚固正交各向异性岩体的三维黏弹-黏弹塑性有限元分析[J]. 岩石力学与工程学报, 2002, 21(12): 1770-1775. (ZHANG Yu-jun, LIU Yi-ping. 3D viscoelastic -viscoplastic FEM analysis for bolted orthotropic rockmass[J]. Chinese Journal of Rock Mechanics and Engineering, 2002, 21(12): 1770-1775. (in Chinese))
    [5]
    刘全林, 杨 敏. 软弱围岩巷道锚注支护机理及其变形分析[J]. 岩石力学与工程学报, 2002, 21(8): 1158-1161. (LIU Quan-lin, YANG Min. Analysis on deformation of surrounding rock masses of tunnel using bolt-grouting support and its mechanism[J]. Chinese Journal of Rock Mechanics and Engineering, 2002, 21(8): 1158-1161. (in Chinese))
    [6]
    朱珍德. 地下巷道锚杆作用机理的流变分析[J]. 山东矿业学院学报, 1997, 16(2): 148-153. (ZHU Zhen-de. Rheologic analysis of action mechanism of underground roadway bolts[J]. Journal of Shandong University of Science and Technology, 1997, 16(2): 148-153. (in Chinese))
    [7]
    伍国军, 陈卫忠, 王永刚. 基于岩体蠕变效应的锚杆应力分布及其变化规律研究[J]. 岩土力学, 2010, 31(1): 150-155. (WU Guo-jun, CHEN Wei-zhong, WANG Yong-gang. Study of distribution and variation of anchor stress based on creep effect of rock mass[J]. Rock and Soil Mechanics, 2010, 31(1): 150-155. (in Chinese))
    [8]
    徐宏发, 卢红标, 钱七虎. 土层灌浆锚杆的蠕变损伤特性研究[J]. 岩土工程学报, 2002, 24(1): 61-63. (XU Hong-fa, LU Hong-biao, QIAN Qi-hu. Creep damage effects of pulling grouting anchor in soil[J]. Chinese Journal of Geotechnical Engineering, 2002, 24(1): 61-63. (in Chinese))
    [9]
    李京剑, 郑百林, 徐春雨. 边坡预应力锚杆蠕变的数值分析[J]. 力学季刊, 2007, 28(1): 124-128. (LI Jing-jian, ZHENG Bai-lin, XU Chun-yu. Numerical analyses of creep behavior for prestressed anchor rods[J]. Chinese Quarterly of Mechanics, 2007, 28(1): 124-128. (in Chinese))
    [10]
    景 锋, 余美万, 边智华, 等. 预应力锚索预应力损失特征及模型研究[J]. 长江科学院院报, 2007, 24(5): 52-54. (JING Feng, YU Mei-wan, BIAN Zhi-hua, et al. Study on prestress loss characteristic and model of prestressed cable[J]. Journal of Yangtze River Scientific Research Institute, 2007, 24(5): 52-54. (in Chinese))
    [11]
    罗彦斌, 陈建勋. 软弱围岩隧道锁脚锚杆受力特性及其力学计算模型[J]. 岩土工程学报, 2013, 35(8): 1519-1525. (LUO Yan-bin, CHEN Jian-xun. Mechanical characteristics and mechanical calculation model of tunnel feet-lock bolt in weak surrounding rock[J]. Chinese Journal of Geotechnical Engineering, 2013, 35(8): 1519-1525. (in Chinese))
    [12]
    PHIENWEJ N, THAKUR P K, CORDING E J. Time-dependent response of tunnels considering creep effect[J]. International Journal of Geomechanics, 2007, 4: 296-360.
    [13]
    BOBET A, EINSTEIN H H. Tunnel reinforcement with rockbolts[J]. Tunnelling and Underground Space Technology, 2011, 26: 100-123.
    [14]
    CHRISRENSEN R M. Theory of viscoelasticity[M]. London: Academic Press, 1982.
    [15]
    王芝银, 李云鹏. 岩体流变理论及其数值模拟[M]. 北京:科学出版社, 2008. (WANG Zhi-yin, LI Yun-peng. Rock rheology theory and numerical simulation[M]. Beijing: Science Press, 2008. (in Chinese))
    [16]
    Itasca Consulting Group Inc. FLAC3D User's Guide[M]. Minneapolis: Itasca Consulting Group, Inc, 2002.
    [17]
    BOBET A. A Simple method for analysis of point anchored rockbolts in circular tunnels in elastic ground[J]. Rock Mechanics and Rock Engineering, 2006, 39(4): 315-338.
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