G. 3D Behaviour of bolted rock joints: Experimental and numerical study [J]. International Journal of Rock Mechanics Sciences, 2005, 42(1): 13―24.
[2]
K, Egger P. Action of fully-grouted bolts in joined rock and factors of influence [J]. Rock Mechanics and Rock Engineering, 1990, 23(3): 201―299.
[3]
B. Analytical method for determining shear stiffness of an inclined grouted bolt installed across an open discontinuity [J]. International Journal of Mining and Geological Engineering, 1987, 5(3). 299―305.
[4]
P M. A case study of the behaviour of rock slope reinforced with fully grouted rock bolts [C]. International Symposium on Rock Bolting, 1983: 23―38.
[5]
刘建武. 加锚节理面抗剪性能研究[J]. 岩土工程学报, 1988, 10(1): 8―9.
[6]
Ge Xiurun,Liu Jianwu. Study on the shear resistance behavior of bolted rock joints [J]. Chinese Journal of Geotechnical Engineering, 1988, 10(1): 8―9. (in Chinese)
Zhu Weishen, Li Shucai, Chen Weizhong. Failure mechanism and anchoring effect of jointed rock masses and its application to engineering [M]. Beijing: Science Press, 2002: 210―215. (in Chinese)
[9]
加锚断续节理岩体损伤模型及应用[D]. 武汉: 中国科学院武汉岩土力学研究所, 1996.
[10]
Li Shucai. Anchored discontinuous jointed rockmass fracture-damage model and its application [D]. Wuhan: Institute of Rock and Soil Mechanics, Chinese Academy of Sciences, 1996. (in Chinese)
Zhang Qiangyong, Xiang Wen, Zhu Weishen. Application of 3D elastoplastic damage model with bolts in Xiluodu underground powerhouse [J]. Chinese Journal of Computational Mechanics, 2000, 17(4): 475―482. (in Chinese)
Yang Yanyi, Wang Shenyue. Study on toughening of jointed rock masses reinforced by bolts [J]. Chinese Journal of Geotechnical Engineering, 1995, 17(1): 9―17. (in Chinese)
Yang Songlin, Zhu Huanchun, Liu Zude. A new constitutive model of the layered rock mass reinforced with bolts [J]. Chinese Journal of Geotechnical Engineering, 2001, 23(4): 427―430. (in Chinese)
[17]
S H, Qiang S, Chen S, et al. Composite element model of the fully grouted rock bolt [J]. Rock Mechanics and Rock Engineering, 2004, 37(3): 93―212.
[18]
S H, Shahrour I. Composite element method for the bolted discontinuous rock masses and its application [J]. International Journal of Rock Mechanics and Mining Sciences, 2008, 45(3): 384―396.
[19]
G, Marence M. FEM modelling of rockbolts [C]. 9th International Confernence on Computer Methods and Advances in Geomechanics, 1991: 1515―1520.
[20]
三维锚杆单元理论及应用[J]. 工程力学, 1996, 13(2): 50―60.
[21]
Lei Xiaoyan, Formulation and application of 3D anchor bolt elements [J]. Engineering Mechanics, 1996, 13(2): 50―60. (in Chinese)
[22]
Cao Wengui, Su Baoyu. A study on techniques of automatically forming of cover system of numerical manifold method [J]. Chinese Journal of Geotechnical Engineering, 2001, 23(5): 581―583. (in Chinese)
Dong Zhihong, Wu Aiqing, Ding Xiuli, Rock bolts simulation by numerical manifold method and its preliminary application [J]. Chinese Journal of Rock Mechanics and Engineering, 2005, 24(20): 3754―3760. (in Chinese)
Wang Shufa, Zhu Weishen, Li Shucai, et al. Numerical manifold method of deformation analysis for bolt-support rockmass [J]. Chinese Journal of Rock Mechanics and Engineering, 2002, 21(8): 1120―1123. (in Chinese)
Jiang Qinghui, Wang Shufa. Three-dimensional numerical manifold method simulation of anchor bolt-supported rock mass [J]. Chinese Journal of Rock Mechanics and Engineering, 2006, 25(3): 528―532. (in Chinese)
Xiang Yang. Object oriented finite element method and its application — A new rock bolt numerical model [D]. Wuhan: Institute of Rock and Soil Mechanics, Chinese Academy of Sciences, 2000. (in Chinese)
[31]
P, Zabuski L. Behavior of rough bolted joints in direct shear tests [C]. The 7th of International Society for Rock Mechanics, 1991: 1285―1288.
[32]
有限单元法[M]. 北京: 清华大学出版社, 2003: 302―329.
[33]
Wang Xucheng. Finite element method [M]. Beijing: Tsinghua University Press, 2003: 302―329. (in Chinese)
[34]
S H, Egger P. Elasto-viscoplastic distinct modelling of bolt in jointed rock masses [J]. Computer Methods and Advances in Geomechanics, 1997(3): 1985―1990.
Yang Yanyi. Analytical model for evaluating reinforcement efficient of bolts in layered rock masses [J]. Chinese Journal of Rock Mechanics and Engineering, 1994, 13(4): 309―318. (in Chinese)
Zhu Weishen, Zhang Yujun. Primary research on stability analysis and reinforcement schemes for jointed rock mass of high slope of three gorges flight rock [J]. Chinese Journal of Rock Mechanics and Engineering, 1996, 15(4): 305―311. (in Chinese)
[39]
S H, Egger P. Three dimensional elasto-viscoplastic finite element analysis of reinforced rock masses and its application [J]. International Journal for Numerical and Analytical Methads in Geomechanics, 1999, 23(1): 61―78.
Li Shuchen, Li Shucai, Zhang Jingwei, et al. Numerical manifold method from mathematical theory and its application [J]. Engineering Mechanics, 2007, 24(6): 36―42. (in Chinese)
[42]
数值流形方法与非连续变形分析[M]. 裴觉民译. 北京: 清华大学出版社, 1997: 3―16.
[43]
Shi Genhua. Manifold method and discontinuous deformation analysis [M]. Translated by Pei Juemin. Beijing: Tsinghua University Press, 1997: 3―16. (in Chinese)