[1] 刘颖浩，袁  勇. 全螺纹GFRP黏结型锚杆锚固性能试验研究[J]. 岩石力学与工程学报，2010，29(2)：394–400.(LIU Yinghao，YUAN Yong. Experimental research on anchorage performance of full-thread GFRP bonding anchor bolts[J]. Chinese Journal of Rock Mechanics and Engineering，2010，29(2)：394–400.(in Chinese)) 

[2] KILIC A，YASAR E，ATIS C D. Effect of bar shape on the pull-out capacity of fully-grouted rockbolts[J]. Tunnelling and Underground Space Technology，2003，18(1)：1–6.(in Chinese))

[3] 肖同强，李化敏，李海洋，等. 不同锚固长度下锚杆拉拔特性研究[J]. 采矿与安全工程学报，2017，34(6)：1 075–1 080.(XIAO Tongqiang，LI Huamin，LI Haiyang，et al. Pull-out properties of bolt with different anchorage length[J]. Journal of Mining and Safety Engineering，2017，34(6)：1 075–1 080.(in Chinese))

[4] BENMOKRANE B，CHENNOUF A，MITRI H S. Laboratory evaluation of cement-based grouts and grouted rock anchors[J]. International Journal of Rock Mechanics and Mining Sciences and Geomechanics Abstracts，1995，32(7)：633–642.(in Chinese))

[5] REN F F，YANG Z J，CHEN J F，et al. An analytical analysis of the full-range behaviour of grouted rockbolts based on a tri-linear bond-slip model[J]. Construction and Building Materials，2010，24(3)：361–370.

[6] 张季如，唐保付. 锚杆荷载传递机制分析的双曲函数模型[J]. 岩土工程学报，2002，24(2)：188–192.(ZHANG Giru，TANG Baofu. Hyperbolic function model to analyze load transfer mechanism on bolts[J]. Chinese Journal of Rock Mechanics and Engineering，2002，24(2)：188–192.(in Chinese))

[7] 高丹盈，张钢琴. 纤维增强塑料锚杆锚固性能的数值分析[J]. 岩石力学与工程学报，2005，24(20)：3 724–3 729.(GAO danying，ZHANG Gangqin. Numerical analysis of anchorage behavior of fiber reinforced plastic bolts[J]. Chinese Journal of Rock Mechanics and Engineering，2005，24(20)：3 724–3 729.(in Chinese))

[8] MA S，NEMCIK J，AZIZ N. An analytical model of fully grouted rock bolts subjected to tensile load[J]. Construction and Building Materials，2013，49(1)：519–526.

[9] NEMCIK J，MA S，AZIZ N，et al. Numerical modelling of failure propagation in fully grouted rock bolts subjected to tensile load[J]. International Journal of Rock Mechanics and Mining Sciences，2014，71：293–300.

[10] 黄明华. 岩土锚杆拉拔荷载传递分析与FRP智能锚杆监测验证[博士学位论文][D]. 哈尔滨：哈尔滨工业大学，2014.(HUANG Minghua. Analysis on pullout load transfer mechanism of geotechnical anchor and its validating monitor with smart FRP anchor[Ph. D. Thesis][D]. Harbin：Harbin Institute of Technology，2014.(in Chinese))

[11] NIE W，ZHAO Z Y，NING Y J，et al. Numerical studies on rockbolts mechanism using 2D discontinuous deformation analysis[J]. Tunnelling and Underground Space Technology Incorporating Trenchless Technology Research，2014，41(1)：223–233.

[12] MA S，ZHAO Z，NIE W，et al. An analytical model for fully grouted rockbolts with consideration of the pre- and post-yielding behavior[J]. Rock Mechanics and Rock Engineering，2017，50(11)：3 019–3 028.

[13] 吴润泽，刘元雪，张  裕，等. 考虑剪切–滑移刚度变化的纤维筋锚杆锚固性能的能量算法[J]. 岩石力学与工程学报，2017，36(6)：1 504–1 513.(WU Runze，LIU Yuanxue，ZHANG Yu，et al. An energy method for calculating the anchoring performance of fiber reinforced plastic bolts with varying shear-slip stiffness[J]. Chinese Journal of Rock Mechanics and Engineering，2017，36(6)：1 504–1 513.(in Chinese))

[14] 荣  冠，朱焕春，周创兵. 螺纹钢与圆钢锚杆工作机制对比试验研究[J]. 岩石力学与工程学报，2004，23(3)：469–475.(RONG Guan，ZHU Huanchun，ZHOU Chuangbing. Testing study on mechanism of fully grouted bolts of thread steel and smooth steel[J]. Chinese Journal of Rock Mechanics and Engineering，2004，23(3)：469–475.(in Chinese))

[15] MA S，ZHAO Z，NIE W，et al. A numerical model of fully grouted bolts considering the tri-linear shear bond-slip model[J]. Tunnelling and Underground Space Technology incorporating Trenchless Technology Research，2016，54：73–80.