[1] 李薇, 杨华, 尹小涛,等.基于模型试验的重力式锚碇极限承载性能研究[J].公路交通科技, 2021, 38(6): 97-103.(Li Wei,Yang Hua,Yin Xiaotao, et al.Study on limit bearing feature of gravity anchorage based on model test[J].Journal of Highway and Transportation Research and Development, 2021, 38(6):97-103.(in Chinese))
[2] 吴文涛, 李秋, 许健, 等.基于模型试验的齿坎型重力锚抗滑机制[J].科学技术与工程, 2024, 24(7): 2927-2936.(Wu Wentao, Li Qiu, Xu Jian, et al.Anti-slide mechanism of the notched sill gravity anchorage based on model test[J].Science Technology and Engineering, 2024, 24(7): 2927-2936.(in Chinese))
[3] 吴玲正, 林雨婷, 郭峰超, 等.地下连续墙重力式复合锚碇承载性能研究[J].公路,2023(10):148-155.(Wu Lingzheng, Lin Yuting, Guo Fengchao, et al.Research on bearing capacity of gravity composite anchorage of diaphragm wall[J].Highway, 2023(10):148-155.(in Chinese))
[4] 张茂础, 崔臻, 盛谦, 等.基于离散元方法的锚碇岩砼接触力学性质研究[J].地下空间与工程学报,2020,16(1):169-176.(Zhang Maochu, Cui Zhen, Sheng Qian, et al.Application study on contact mechanical property of anchor structure based on discrete element method[J].Chinese Journal of Underground Space and Engineering,2020,16(1):169-176.(in Chinese))
[5] 刘渊,冯君,李小刚,等.悬索桥新型组合式重力锚承载机理分析[J].地下空间与工程学报, 2022, 18(增1): 187-193.(Liu Yuan, Feng Jun, Li Xiaogang, et al.Bearing mechanism of new type combined gravity anchor of suspension bridge[J].Chinese Journal of Underground Space and Engineering, 2022, 18(Supp.1): 187-193.(in Chinese))
[6] 乔雷涛, 康炜, 文强.深路堑内浅埋层状软岩隧道锚特性试验研究[J].铁道工程学报, 2022(10): 47-52.(Qiao Leitao, Kang Wei, Wen Qiang.Experimental research on the characteristics of shallow layered soft rock tunnel-type anchorage in deep cutting[J].Journal of Railway Engineering Society, 2022(10): 47-52.(in Chinese))
[7] 王向平.深挖路堑下伏隧道锚围岩承载特性研究[J].地下空间与工程学报,2022,18(1):92-101.(Wang Xiangping.Study on bearing characteristics of surrounding rock of tunnel-type anchorage under deep cutting[J].Chinese Journal of Underground Space and Engineering,2022,18(1):92-101.(in Chinese))
[8] 颜冠峰,王明年,范宇,等.地震波作用下悬索桥隧道锚力学响应研究[J].地下空间与工程学报,2019,15(增2):590-597.(Yan Guanfeng, Wang Mingnian, Fan Yu, et al.Research on mechanical behavior of tunnel-type anchorages system under seismic load[J].Chinese Journal of Underground Space and Engineering,2019,15(Supp.2):590-597.(in Chinese))
[9] 梁宁慧, 韩亚峰, 肖宇, 等.下穿隧道近接施工引发上覆隧道锚沉降规律研究[J].地下空间与工程学报, 2023, 19(6):1938-1947.(Liang Ninghui, Han Yafeng, Xiao Yu, et al.Settlement Law of Overlying plug body caused by close construction of underpass tunnel anchorage[J].Chinese Journal of Underground Space and Engineering, 2023, 19(6): 1938-1947.(in Chinese))
[10] 刘新荣, 韩亚峰, 景瑞, 等.隧道锚承载特性、变形破坏特征及典型案例分析[J].地下空间与工程学报, 2019, 15(6): 1780-1791.(Liu Xinrong, Han Yafeng, Jing Rui, et al.Bearing characteristics,deformation failure characteristics and typical case studies of tunnel-type anchorage[J].Chinese Journal of Underground Space and Engineering, 2019, 15(6): 1780-1791.(in Chinese))
[11] Lee M J, Kim S C, Seo Y H, et al.The Yi Sun-sin Bridge: Innovative Solutions for Suspension Bridges[J].Structural Engineering International, 2012, 32-35.
[12] Hong E S, Cho G C, Baak S H, et al.A numerical study on pull-out behaviour of cavern-type rock anchorages[J].Journal of Korean Tunnelling and Underground Space Association, 2014, 16(6): 521-531.
[13] 王应良, 蒋自强, 谢邦珠.悬索桥新型岩孔锚技术特点及其应用前景[J].桥梁建设, 2006(2): 36-42.(Wang Yingliang, Jiang Ziqiang, Xie Bangzhu.Technical characteristics and application vistas of new type of rock bore anchorage for suspension bridge[J].Bridge Construction, 2006(2): 36-42.(in Chinese))
[14] 严爱国, 樊少彻, 王鹏宇, 等.西堠门公铁两用大桥岩锚锚碇承载特性研究[J].桥梁建设, 2023, 53(3): 33-39.(Yan Aiguo, Fan Shaoche, Wang Pengyu, et al.Research on load bearing behavior of rock anchorage of Xihoumen rail-cum-road bridge[J].Bridge Construction, 2023, 53(3): 33-39.(in Chinese))
[15] 李栋梁,刘新荣,李俊江,等.浅埋软岩隧道式锚碇稳定性原位模型试验研究[J].岩土工程学报, 2017, 39(11):2078-2087.(Li Dongliang, Liu Xinrong, Li Junjiang, et al.Stability of shallowly buried soft rock tunnel anchorage by in-situ model tests[J].Chinese Journal of Geotechnical Engineering, 2017, 39(11): 2078-2087.(in Chinese))
[16] 王中豪,马健,武文祥,等.虎跳峡金沙江大桥隧道锚现场模型试验研究[J].地下空间与工程学报,2018,14(5):1179-1184,1212.(Wang Zhonghao,Ma Jian,Wu Wenxiang,et al.Tunnel-type Anchorage field model test of Hutiaoxia Jinsha river bridge[J].Chinese Journal of Underground Space and Engineering,2018,14(5):1179-1184,1212.(in Chinese))
[17] 李维树,王帅,吴相超,等.隧道锚原位缩尺模型试验的施力方式研究[J].地下空间与工程学报,2017,13(2):453-458.(Li Weishu,Wang Shuai,Wu Xiangchao,et al.Loading mechanism research on in-situ reduced scale model test of tunnel anchorage[J].Chinese Journal of Underground Space and Engineering,2017,13(2):453-458.(in Chinese))
[18] 向前.节理岩体宏观变形特性研究及工程应用[D].武汉:武汉大学, 2016.(Xiang Qian.Research on macroscopic deformation properties of jointed rock masses and its engineering application[D].Wuhan: Wuhan University, 2016.(in Chinese))