[1]尤春安.全长粘结式锚杆的受力分析[J].岩石力学与工程学报,2000, 19(3):339-341. (You Chunan. Mechanical analysis on wholly grouted anchor[J]. Chinese Journal of Rock Mechanics and Engineering, 2000, 19(3): 339-341. (in Chinese))
[2]尤春安.锚固系统应力传递机理理论及应用研究[J].岩石力学与工程学报,2005, 24(7):1272. (You Chunan. Theory and application study on stress-transfer mechanism of anchoring system[J]. Chinese Journal of Rock Mechanics and Engineering, 2005, 24(7): 1272. (in Chinese))
[3]曹国金,姜弘道,熊红梅.一种确定拉力型锚杆支护长度的方法[J].岩石力学与工程学报,2003, 22(7):1141-1145. (Cao Guojing, Jiang Hongdao, Xiong Hongmei. Calculation method of support length for stretched bolts[J]. Chinese Journal of Rock Mechanics and Engineering, 2003, 22(7): 1141-1145. (in Chinese))
[4]赵一鸣.煤矿巷道树脂锚固体力学行为及锚杆杆体承载特性研究[J].煤炭学报,2012,37(8):1423-1424. (Zhao Yiming. Study on mechanical behavior of epoxy bonded bolt system and bolt bearing characteristic in coal mine roadway[J]. Journal of China Coal Society, 2012, 37(8): 1423-1424. (in Chinese))
[5]何思明,田金昌,周建庭.胶结式预应力锚索锚固段荷载传递特性研究[J].岩石力学与工程学报,2006, 25(1):117-121. (He Siming, Tian Jingchang, Zhou Jianting. Study on load transfer of bond prestressed anchor rope[J].Chinese Journal of Rock Mechanics and Engineering, 2006, 25(1): 117-121. (in Chinese))
[6]何思明,张小刚,王成华.基于修正剪切滞模型的预应力锚索作用机理研究[J].岩石力学与工程学报,2004, 23(15):2562-2567. (He Siming, Zhao Xiaogang, Wang Chenghua. Study on mechanism of prestressed anchoring cable based on modified shear lag model [J]. Chinese Journal of Rock Mechanics and Engineering, 2004, 23(15): 2562-2567. (in Chinese))
[7]Farmer I W. Stress distribution along a resin grouted rock anchor[J]. International Journal of Rock Mechanics and Mining Sciences & Geomechanics Abstracts,1975,12(11): 347-352.
[8]Delhomme F, Debicki G. Numerical modelling of anchor bolts under pullout and relaxation tests[J]. Construction and Building Materials,2009,24(7): 1232-1238.
[9]张季如,唐保付.锚杆荷载传递机理分析的双曲函数模型[J].岩土工程学报,2002, 24(2):188-192. (Zhang Jiru, Tang Baofu. Hyperbolic function model to analyze load transfer mechanism on bolts[J]. Chinese Journal of Geotechnical Engineering, 2002, 24(2): 188-192. (in Chinese))
[10]蒋忠信.拉力型锚索锚固段剪应力分布的高斯曲线模式[J].岩土工程学报,2001, 23(6):696-699. (Jiang Zhongxin. A Gauss curve model on shear stress along anchoring section of anchoring rope of extensional force type [J]. Chinese Journal of Geotechnical Engineering, 2001, 23(6):696-699. (in Chinese))
[11]Freeman T J. The behavior of fully-bonded rock bolts in the Kielder experimental tunnel [J]. Tunnels and Tunnelling, 1978, 10(5):37-40.
[12]李英明,赵呈星,丛利,等.基于实际围岩变形的全长锚固锚杆杆体应力分布特征分析[J].煤炭学报,2019,44(10):2966-2973. (Li Yingming, Zhao Chengxing, Cong Li, et al. Analysis of stress distribution characteristics of fully anchored bolt based on actual surrounding rock deformation[J].Journal of China Coal Society,2019,44(10) : 2966-2973. (in Chinese))
[13]Tao Z,Chen J X. Behavior of rock bolting as tunneling support [A]// Proceedings of the International Symposium on Rock Bolting[C]. Rotterdam:Balkema,1984:87-92.
[14]Cai Y, Esaki T, Jiang Y J. An analytical model to predict axial load in grouted rock bolt for soft rock tunnelling[J].Tunnelling and Underground Space Technology incorporating Trenchless Technology Research,2004,19(6) :607-618.
[15]伍国军,褚以惇,陈卫忠,等.地下工程锚固界面力学模型及其时效性研究[J].岩土力学,2011,32(1):237-243. (Wu Guojun, Chu Yidun, Chen Weizhong, et al. Constitutive model of anchorage interface in underground engineering and its time-effect analysis[J]. Rock and Soil Mechanics, 2011, 32(1): 237-243. (in Chinese))
[16]李冲,徐金海,李明.全长锚固预应力锚杆杆体受力特征分析[J].采矿与安全工程学报,2013,30(2):188-193. (Li Chong, Xu Jinhai, Li Ming. The mechanical characteristics analysis of fully anchored pre-stressed bolts in coal mines[J]. Journal of Mining and Safety Engineering, 2013, 30(2): 188-193. (in Chinese))
[17]王明恕,何修仁,郑雨天.全长锚固锚杆的力学模型及其应用[J].金属矿山,1983(4):24-29. (Wang Mingshu, He Xiuren, Zheng Yutian. Mechanical model of full-length anchoring bolt and its application[J]. Metal Mine,1983(4):24-29. (in Chinese))
[18]宋义敏,邓琳琳,吕祥锋,等.锚杆拉拔过程中锚固体系传力规律研究[J].采矿与安全工程学报,2018,35(6):1122-1128. (Song Yiming, Deng Lingling, Lü Xiangfang, et al. Study on force transfer law of anchoring system in bolt drawing process[J]. Journal of Mining & Safety Engineering, 2018,35(6):1122-1128. (in Chinese))
[19]柴敬,赵文华,李毅,等.光纤光栅检测的锚杆拉拔实验研究[J].中国矿业大学学报,2012,41(5):719-724. (Chai Jing, Zhao Wenhua, Li Yi, et al. Pull out tests of fiber bragg grating sensor fitted bolts[J]. Journal of China University of Mining & Technology, 2012, 41(5): 719-724. (in Chinese))
[20]陆士良,汤雷,杨新安. 锚杆锚固力与锚固技术[M]. 北京:煤炭工业出版社,1998. (Lu Shiliang, Tang Lei, Yang Xingan. Bolt anchoring force and anchoring technology[M]. Beijing: China Coal Industry Publishing Home, 1998. (in Chinese))
[21]马海春,崔可锐,钱家忠,等.压力型锚杆抗拔能力模拟实验研究[J].地下空间与工程学报,2016,12(4):963-967.(Ma Haichun,Cui Kerui,Qian Jiazhong,et al.Research on pullout simulation experiments of pressure-type anchoring rock bolts[J].Chinese Journal of Underground Space and Engineering,2016,12(4):963-967.(in Chinese))
[22]查文华,王澄菡,梁译文,等.新型拉力分散型麻花锚杆锚固性能试验研究[J].地下空间与工程学报,2022,18(增2):696-701.(Zha Wenhua,Wang Chenghan,Liang Yiwen,et al.Experimental study on anchorage performance of new tension dispersed twist bolt[J].Chinese Journal of Underground Space and Engineering,2022,18(Supp.2):696-701.(in Chinese))
[23]Zhu Z D, Shu X Y, Li Z, et al. Stress analysis of full-length grouted bolt under shear deformation of anchor interface [J]. Journal of Mountain Science, 2022, 19(11): 3286-3301.
[24]王晓卿,杨景贺,李建忠,等.考虑脱锚的全长锚固锚杆典型工况力学特性分析[J].煤炭学报,2020,45(增2): 599-608. (Wang Xiaoqing, Yang Jinghe, Li Jianzhong, et al. Mechanical characteristics analysis of full-length anchoring bolt under typical working conditions considering anchor removal[J]. Journal of China Coal Society, 2020,45(Supp.2): 599-608. (in Chinese))
[25]王辉,郭院成.基于突变理论的单根锚杆脱黏分析[J].岩土力学,2016,37(10):2833-2838. (Wang Hui, Guo Yuancheng. Debonding analysis of a single anchor using catastrophe theory[J]. Rock and Soil Mechanics, 2016, 37(10): 2833-2838. (in Chinese))
[26]李建林. 岩石力学[M].重庆:重庆大学出版社:高等学校土木工程本科指导性专业规范配套系列教材, 2014. (Li JianLing. Rock mechanics[M]. Chongqing: Chongqing University Press: College Civil Engineering Undergraduate Instructional Professional Standard Supporting Series of Textbooks, 2014. (in Chinese))
[27]朱训国. 地下工程中注浆岩石锚杆锚固机理研究[D].大连:大连理工大学,2007. (Zhu Xunguo. Study on anchoring mechanism of grouted rock bolt in underground engineering[D]. Dalian: Dalian University of Technology, 2007. (in Chinese))
[28]朱珍德,舒晓云,陈卫忠,等.一种改进的中空注浆锚杆连接段螺纹参数优化分析[J].煤炭学报,2022,47(6):2300-2310. (Zhu Zhende, Shu Xiaoyun, Chen Weizhong, et al. Optimization analysis of thread parameters in connection section of an improved hollow grouting bolt[J]. Journal of China Coal Society, 2022, 47(6): 2300-2310. (in Chinese))
