[1] 于家武, 郭新新. 木寨岭公路隧道复合型大变形控制技术与实践[J]. 隧道建设(中英文), 2021,41(9):1565-1576.(Yu Jiawu, Guo Xinxin. Composite large deformation control technology and practice in Muzhailing highway tunnel[J]. Tunnel Construction (in English and Chinese), 2021,41(9):1565-1576. (in Chinese))
[2] 于家武, 龙文华, 郭新新, 等. 预应力锚索支护技术在高地应力大跨径隧道挑顶施工中的应用—以渭武高速公路木寨岭隧道为例[J]. 隧道建设(中英文), 2021,41(8):1392-1398.(Yu Jiawu, Long Wenhua, Guo Xinxin, et al. Application of prestressed anchor cable support technology in the construction of high-ground stress large-span tunnel roofing - an example of the Weimu Expressway Muzhailing Tunnel[J]. Tunnel Construction (in English and Chinese), 2021,41(8):1392-1398. (in Chinese))
[3] 汪波, 王振宇, 郭新新, 等. 软岩隧道中基于快速预应力锚固支护的变形控制技术[J]. 中国公路学报, 2021,34(3):171-182.(Wang Bo, Wang Zhenyu, Guo Xinxin, et al. Deformation control technology based on rapid prestressing anchorage support in soft rock tunnels[J]. Chinese Journal of Highways, 2021,34(3):171-182. (in Chinese))
[4] 曹海静, 王仁杰, 刘志强, 等. 挤压性围岩大跨隧道预应力锚索施作时机研究[J]. 现代隧道技术, 2019,56(S1):94-101.(Cao Haijing, Wang Renjie, Liu Zhiqiang, et al. Study on the timing of pre-stressing anchor cable application in large-span tunnels with extrusive surrounding rocks [J]. Modern Tunnel Technology, 2019,56(S1):94-101. (in Chinese))
[5] 罗基伟, 张顶立, 房倩, 等. 超大跨度隧道预应力锚杆—锚索协同支护机理[J]. 中国铁道科学, 2020,41(5):71-82.(Luo Jiwei, Zhang Dingli, Fang Qian, et al. Mechanism of prestressed anchor rod-anchor cable synergistic support in super-large span tunnels[J]. China Railway Science, 2020,41(5):71-82. (in Chinese))
[6] 段淑倩,孙远达,熊杰程,等.高地应力判据及其影响因素研究综述[J]. 地下空间与工程学报, 2023, 19 (3): 1038-1050.(Duan Shuqian, Sun Yuanda, Xiong Jicheng, et al. A review of research on the criteria of high geostress and its influencing factors[J]. Chinese Journal of Underground Space and Engineering, 2023, 19 (3): 1038-1050. (in Chinese))
[7] 刘小俊.高地应力千枚岩隧道支护体系试验研究[J].地下空间与工程学报, 2021, 17 (5): 1472-1478, 1528. (Liu Xiaojun. Experimental research on the support system of high geostress phyllite tunnel[J]. Chinese Journal of Underground Space and Engineering, 2021, 17 (5): 1472-1478, 1528. (in Chinese))
[8] 张石磊,朱赵辉,段杭,等.高应力地下洞室顶拱深部变形及受力特性研究[J].地下空间与工程学报, 2022, 18 (1): 341-350. (Zhang Shilei, Zhu Zhaohui, Duan Hang, et al. Research on deep deformation characteristics of roof arch and loading variation of unboned pre-stressed cable at large underground cavern with high geostress[J]. Chinese Journal of Underground Space and Engineering, 2022, 18 (1): 341-350. (in Chinese))
[9] 李涛,陈宏斌,王永刚,等.侧压力系数对高地应力隧道系统锚杆影响分析[J].地下空间与工程学报, 2020, 16 (S1): 437-441.(Li Tao, Chen Hongbin, Wang Yonggang, et al. Analysis of the influence of lateral pressure coefficient on the bolt in the tunnel system with high ground stress[J]. Chinese Journal of Underground Space and Engineering, 2020, 16 (S1): 437-441. (in Chinese))
[10] 宋洋,李永启.锚杆松弛与岩体蠕变耦合预应力损失模型研究[J].地下空间与工程学报, 2020, 16 (增1): 437-441.(Song Yang,Li Yongqi. Study on the model of prestress loss couples with cable relaxation and rock creep[J]. Chinese Journal of Underground Space and Engineering, 2020, 16 (Supp.1): 437-441. (in Chinese))
[11] 袁坤,张玉芳.双锚固段新型锚索锚固机理数值分析及应用[J].地下空间与工程学报, 2020, 16 (1): 201-210, 273.(Yuan Kun,Zhang Yufang. Numerical analysis and application on anchorage mechanism of new pressure-type anchor cable with double anchoring[J]. Chinese Journal of Underground Space and Engineering, 2020, 16 (1): 201-210, 273. (in Chinese))
[12] 朱晗迓,孙红月,汪会帮,等.边坡加固锚索预应力变化规律分析[J].岩石力学与工程学报,2004(16):2756-2760.(Zhu Hanya, Sun Hongyue, Wang Huibang, et al. Analysis of prestress variation law of slope reinforcement anchor cable[J].Chinese Journal of Rock Mechanics and Engineering, 2004 (16):2756-2760. (in Chinese))
[13] 刘波, 张功, 周浩亮, 等. 饱和粉细砂层锚索预应力变化规律监测分析[J]. 岩土力学, 2014,35(S1):347-352.(Liu Bo, Zhang Gong, Zhou Haoliang, et al. Monitoring and analysis of anchor cable pre-stress variation law in saturated fine sand layer[J]. Geotechnics, 2014, 35 (S1) :347-352. (in Chinese))
[14] 刘新荣, 刘永权, 康景文, 等. 基坑锚索预应力损失规律及分步张拉控制措施研究[J]. 岩土工程学报, 2015,37(10):1794-1801.(Liu Xinrong, Liu Yongquan, Kang Jingwen, et al. Research on the loss law of anchor cable prestress and stepwise tensioning control measures in foundation pits[J]. Journal of Geotechnical Engineering, 2015,37(10):1794-1801. (in Chinese))
[15] Kim N. Performance of Tension and Compression Anchors in Weathered Soil[J]. Journal of Geotechnical and Geoenvironmental Engineering, 2003,129(12):1138-1150.
[16] 李厚恩, 秦四清, 孙强. 基坑支护锚杆预应力损失探讨及预测分析[J]. 工程勘察, 2007(4):4.(Li Houen, Qin Siqing, Sun Qiang. Exploration and prediction of pre-stress loss of anchor rods for foundation pit support [J]. Engineering Investigation, 2007(4):4. (in Chinese))
[17] Long Y, Liu J, Kong X J, et al. Three-dimensional Numerical Analysis of the Keying of Vertically Installed Plate Anchors in Clay[J]. Computers & Geotechnics, 2009,36(4):558-567.
[18] 张金龙, 徐卫亚, 徐飞, 等. 深卸荷变形拉裂岩体锚索预应力损失规律研究[J]. 岩石力学与工程学报, 2009,28(增2):3965-3970.(Zhang Jinlong, Xu Weiya, Xu Fei, et al. Study on the loss of prestress in anchor cables of rock fractured by deep unloading and deformation[J]. Journal of Rock Mechanics and Engineering, 2009, 28(Supp.2): 3965-3970. (in Chinese))
[19] 马玥, 胡正伟, 王占飞, 等. 减少预应力混凝土结构预应力损失方法的探讨[J]. 北方交通, 2015(12):1-4.(Ma Yue, Hu Zhengwei, Wang Zhanfei, et al. Exploration of methods to reduce prestress loss in prestressed concrete structures[J]. North China Transportation, 2015(12):1-4. (in Chinese))
[20] 陶志刚,杜志锋,刘凇源等.NPR锚索支护下相交隧道围岩变形规律及破坏机理[J/OL].煤炭学报,1-13[2023-04-24].(Tao Zhigang, Du Zhifeng, Liu Songyuan, et al.Deformation law and failure mechanism of surrounding rock of intersecting tunnel under NPR anchor cable support[J/OL].Journal of China Coal Society, 1-13 [2023-04-24]. (in Chinese))
[21] 李英勇,王梦恕,张顶立,等.锚索预应力变化影响因素及模型研究[J].岩石力学与工程学报,2008(S1):3140-3146.(Li Yingyong, Wang Mengshu, Zang Dingli, et al.Influencing factors and model study of anchor cable prestress[J].Chinese Journal of Rock Mechanics and Engineering.2008(Supp.1):3140-3146. (in Chinese))
[22] Jia Y,ZhuY Q; Jia C.Dynamic Model Test on Anchoring Effect of Prestressed Anchor Cables[J]. China Journal of Highway and Transport,2018,31:350-358.
[23] Yu Y,Liu X R,Liu Y Q. Field experimental investigation on prestress loss law of anchor cable in foundation pits[J].Rock and Soil Mechanics,2019,40(5):1932-1939.
[24] 彭传阳,陈强,方宗平,等.不同锚具锚固效果及最佳限位距离研究[J].隧道建设(中英文),2022,42(10):1772-1779.(Peng Chuanyang, Chen Qiang, Fang Zongping, et al. Study on anchoring effect and optimal limit distance of different anchors[J].Tunnel Construction(Chinese and English),2022,42(10):1772-1779. (in Chinese))
[25] 中华人民共和国住房和城乡建设部. 岩土锚杆与喷射混凝土支护工程技术规范(GB 50086-2015)[S].北京:中国计划出版社出版,2015.(Ministry of Housing and Urban-Rural Development of the People's Republic of China. Technical specification for geotechnical anchor and shotcrete support engineering (GB 50086-2015)[S]. Beijing: published by China Planning Press, 2015. (in Chinese))
[26] 朱汉华,周小涵,王,等.隧道围岩与支护结构变形协调控制机理及工程应用[J].地下空间与工程学报,2023,19(1):79-86, 94.(Zhu Hanhua, Zhou Xiaohan, Wang Yan, et al. Coordinated control mechanism and engineering application of tunnel envelope and support structure deformation[J]. Journal of Underground Space and Engineering, 2023,19(1): 79-86, 94. (in Chinese))