[1] 何满潮,谢和平,彭苏萍,等.深部开采岩体力学研究[J].岩石力学与工程学报,2005(16):2803-2813. (He Manchao, Xie Heping, Peng Suping, et al. Study on rock mechanics in deep mining engineering[J].Chinese Journal of Rock Mechanics and Engineering,2005(16):2803-2813. (in Chinese))
[2] 谢和平. 深部岩体力学与开采理论研究进展[J]. 煤炭学报, 2019, 44(5): 1283-1305. (Xie Heping. Research review of the state key research development program of China:Deep rock mechanics and mining theory[J]. Journal of China Coal Society, 2019, 44(5): 1283-1305. (in Chinese))
[3] 谢和平,张茹,张泽天,等. 深地科学与深地工程技术探索与思考[J]. 煤炭学报, 2023, 48(11): 3959-3978. (Xie Heping, Zhang Ru, Zhang Zetian,et al. Reflections and explorations on deep earth science and deep earth engineering technology[J]. Journal of China Coal Society, 2023, 48(11): 3959-3978. (in Chinese))
[4] 谢和平,李存宝,高明忠,等. 深部原位岩石力学构想与初步探索[J]. 岩石力学与工程学报, 2021, 40(2): 217-232. (Xie Heping, Li Cunbao, Gao Mingzhong, et al. Conceptualization and preliminary research on deep in situ rock mechanics[J]. Chinese Journal of Rock Mechanics and Engineering, 2021, 40(2): 217-232. (in Chinese))
[5] 何满潮,李晨,宫伟力,等. NPR锚杆/索支护原理及大变形控制技术[J]. 岩石力学与工程学报, 2016, 35(8): 1513-1529. (He Manchao, Li Chen, Gong Liwei, et al. Support principles of NPR bolts/cables and control techniques of large deformation[J]. Chinese Journal of Rock Mechanics and Engineering, 2016, 35(8): 1513-1529. (in Chinese))
[6] 朱淳,何满潮,张晓虎,等. 恒阻大变形锚杆非线性力学模型及恒阻行为影响参数分析[J]. 岩土力学, 2021, 42(7): 1911-1924. (Zhu Chun, He Manchao, Zhang Xiaohu, et al. Nonlinear mechanical model of constant resistance and large deformation bolt and influence parameters analysis of constant resistance behavior[J]. Rock and Soil Mechanics, 2021, 42(7): 1911-1924. (in Chinese))
[7] 赵明珠,吴学震,叶青,等. 缩管式恒阻大变形锚杆抗冲击特性及其治理岩爆潜力研究[J]. 岩土力学, 2024, 45(11):3355-3365,3377. (Zhao Mingzhu, Wu Xuezhen,Ye Qing, et al. Impact resistance characteristics of steel pipe shrinkable energy-absorbing bolt and its potential for rockburst mitigation and control[J]. Rock and Soil Mechanics, 2024,45(11):3355-3365,3377. (in Chinese))
[8] 孙景超,宋战平,刘伟,等. 适用于软岩大变形隧道的新型吸能锚杆及其参数优化研究_孙景超[J]. 中国矿业, 2023, 32(11): 126-136. (Sun Jingchao,Song Zhanping,Liu Wei, et al. Study on a new energy absorbing anchor bolt and its parameter optimization for large deformation tunnel in soft rock[J]. China Mining Magazine, 2023, 32(11): 126-136. (in Chinese))
[9] 任德斌,常思萌,王国业. 扩大头锚杆结构参数优化研究[J]. 沈阳建筑大学学报(自然科学版), 2016, 32(3): 466-475. (Ren Debin,Chang Simeng,Wang Guoye. Optimization Study on Structural Parameters of the Bit Expanded Anchor[J]. Journal of Shenyang Jianzhu University:Natural Science, 2016, 32(3): 466-475. (in Chinese))
[10] 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 on thread connection parameters of an improved hollow grouting bolt[J]. Journal of China Coal Society, 2022, 47(6): 2300-2310. (in Chinese))
[11] 范德威. 扩胀-摩擦式吸能防冲锚索结构设计及其力学特性研究[D]. 阜新:辽宁工程技术大学, 2022. (Ren Dewei. Research on Expansion-triction Type Energy-absorption Anti-impact Cable Structure Design and Mechanical Characteristics[D]. Fuxin: Liaoning Technical University, 2022. (in Chinese))
[12] 赵兴东,朱乾坤,牛佳安,等. 一种新型J释能锚杆力学作用机制及其动力冲击实验研究[J]. 岩石力学与工程学报, 2020, 39(1): 13-21. (Zhao Xingdong,Zhu Qiankun,Niu Jiaan, et al. Mechanical mechanism analyses and dynamic impact experimental tests of a kind of novel J energy-releasing bolts[J]. Chinese Journal of Rock Mechanics and Engineering, 2020, 39(1): 13-21. (in Chinese))
[13] 刘玉果,夏凯,张明礼,等.荷载分配式复合锚杆在分层岩土体中的应用研究[J].地下空间与工程学报,2025,21(1):272-282. (Liu Yuguo,Xia Kai,Zhang Mingli,et al.Research on the application of load distribution type composite anchors in layered soil and rock massn[J].Chinese Journal of Underground Space and Engineering,2025,21(1):272-282. (in Chinese))
[14] 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))
[15] 袁维,王立言,裴子豪,等.分级侧向膨胀型锚杆结构力学性能及锚固机理[J].地下空间与工程学报,2024,20(3):868-876. (Yuan Wei,Wang Liyan,Pei Zihao,et al.Mechanical properties and anchoring mechanism of graded lateral expansion bolt[J].Chinese Journal of Underground Space and Engineering,2024,20(3):868-876. (in Chinese))
[16] Jager A J. Two new support units for the control of rockburst damage[A]. International Symposium on Rock Support[C]. 1992: 621-631.
[17] Li C C. A new energy-absorbing bolt for rock support in high stress rock masses[J]. International Journal of Rock Mechanics and Mining Sciences, 2010,47(3).
[18] 王琦,何满潮,许硕,等. 恒阻吸能锚杆力学特性与工程应用[J]. 煤炭学报, 2022, 47(4): 1490-1500. (Wang Qi,He Manchao,Xu Shuo, et al. Mechanical properties and engineering application of constant resistance energy absorbing bolt[J]. Journal of China Coal Society, 2022, 47(4): 1490-1500. (in Chinese))
[19] 江贝,王琦,魏华勇,等. 地下工程吸能锚杆研究现状与展望[J]. 矿业科学学报, 2021, 6(5): 569-580. (Wan Bei, Wang Qi,Wei Yonghua, et al. Recent development and prospects of energy-absorbing bolt in underground engineering[J]. Journal of Mining Science and Technology, 2021, 6(5): 569-580. (in Chinese))
[20] 宫伟力,张自翔,高霞,等.双根并联恒阻大变形锚杆吸收冲击能量研究[J].地下空间与工程学报,2019,15(1):116-124. (Gong Wili,Zhang Zixiang,Gao Xia,et al.Investigation on the impact energy for two bolts with constant resistance and large deformation[J].Chinese Journal of Underground Space and Engineering,2019,15(1):116-124. (in Chinese))
[21] He M C, Gong W L, Wang J, et al. Development of a novel energy-absorbing bolt with extraordinarily large elongation and constant resistance[J]. International Journal of Rock Mechanics and Mining Sciences, 2014,67.
[22] Wang J B, Liu W, Song Z P, et al. A new energy-absorbing bolt used for large deformation control of tunnel surrounding rock[J]. International Journal of Mining Science and Technology, 2022, 32(5): 1031-1043.
[23] Al-Abri O S, Pervez T, et al. Structural behavior of solid expandable tubular undergoes radial expansion process-Analytical, numerical, and experimental approaches[J]. International Journal of Solids and Structures, 2013, 50(19): 2980-2994.