[1] 夏凯, 张明礼, 张鑫, 等.拉压段长度变化对复合锚杆锚固性能影响研究[J]. 地下空间与工程学报, 2024, 20(1): 152-161, 180. (Xia Kai, Zhang Mingli, Zhang Xin, et al. Study on the effect of change in length of tension section on anchorage performance of composite anchors[J]. Chinese Journal of Underground Space and Engineering, 2024, 20(1): 152-161, 180. (in Chinese))
[2] 刘曙光, 黄泽信, 张洪. 不同锚固角加锚无摩擦节理面剪切试验研究[J]. 地下空间与工程学报, 2022, 18(3): 824-831. (Liu Shuguang, Huang Zexin, Zhang Hong. Experimental study on the shear of frictionless joint surface with anchoring at different anchorage angles[J]. Chinese Journal of Underground Space and Engineering, 2022, 18(3): 824-831. (in Chinese))
[3] 张科, 狄巍, 张凯. 顺层岩质滑坡形成机制试验研究[J]. 岩石力学与工程学报, 2024, 43(增1): 3354-3362. (Zhang Ke, Di Wei, Zhang Kai. Experimental study on the formation mechanism of bedding rock landslide [J]. Chinese Journal of Rock Mechanics and Engineering, 2024, 43(Supp. 1): 3354-3362. (in Chinese))
[4] 陈泓蓉, 龙建辉, 张吉宁, 等. 基于NPR锚索监测的顺层岩质边坡多阶变形规律研究[J]. 岩石力学与工程学报, 2024, 43(7): 1763-1774. (Chen Hongrong, Long Jianhui, Zhang Jining, et al. Study on the multi-stage deformation law of bedding rock slope based on NPR anchor cable monitoring[J]. Chinese Journal of Rock Mechanics and Engineering, 2024, 43(7): 1763-1774. (in Chinese))
[5] 简文彬, 黄聪惠, 罗阳华, 等. 降雨入渗下非饱和坡残积土湿润锋运移试验研究[J]. 岩土力学, 2020, 41(4): 1123-1133. (Jian Wenbin, Huang Conghui, Luo Yanghua, et al. Experimental study of wetting front transport in unsaturated slope residual soil under rainfall infiltration[J]. Geotechnics, 2020, 41(4): 1123-1133. (in Chinese))
[6] Guo G, Liu Z, Tang A, et al. Model test research on bearing mechanism of underreamed ground anchor in sand[J]. Mathematical Problems in Engineering, 2018, 2018: 9746438.
[7] 李全贵, 凌发平, 胡千庭, 等. 煤系地层弹性波阶段性衰减特性分析[J]. 中国矿业大学学报, 2023, 52(3): 466-477. (Li Quangui, Ling Faping, Hu Qianting, et al. Characterization of the phase attenuation of elastic waves in coal strata[J]. Journal of China University of Mining and Technology, 2023, 52(3): 466-477. (in Chinese))
[8] 朱赛楠, 魏英娟, 王平, 等. 大型单斜层状基岩滑坡变形特征与失稳机制研究—以重庆石柱县龙井滑坡为例[J]. 岩石力学与工程学报, 2021, 40(4): 739-750. (Zhu Sainan, Wei Yingjuan, Wang Ping, et al. Characteristics of deformation and destabilization mechanism of large-scale monoclinic bedrock landslides-an example of Longjing landslide in Shizhu County, Chongqing [J]. Chinese Journal of Rock Mechanics and Engineering, 2021, 40(4): 739-750. (in Chinese))
[9] 张季如, 郑颜军, 彭伟珂, 等. 填土应力路径下珊瑚砂幂律应力—应变模型的适用性研究[J]. 岩土力学, 2023, 44(5): 1309-1318. (Zhang Jiru, Zheng Yanjun, Peng Weike, et al. Applicability of power-law stress-strain model for coral sand under fill stress path [J]. Geotechnics, 2023, 44(5): 1309-1318. (in Chinese))
[10] 杨坚, 简文彬, 黄炜, 等. 注浆支盘式锚杆拉拔试验及极限承载力计算[J]. 岩土力学, 2021, 42(4): 1126-1132. (Yang Jian, Jian Wenbin, Huang Wei, et al. Pullout test and ultimate bearing capacity calculation of grouted support disk anchor[J]. Geotechnics, 2021, 42(4): 1126-1132. (in Chinese))
[11] 黄炜, 简文彬, 杨坚, 等. 多支盘锚杆的原型试验与荷载传递特征分析[J]. 岩土力学, 2023, 44(2): 520-530. (Huang Wei, Jian Wenbin, Yang Jian, et al. Prototype tests and load transfer characterization of multibranch disk anchors[J]. Geotechnical Mechanics, 2023, 44(2): 520-530. (in Chinese))
[12] 杨坚, 简文彬, 黄炜, 等. 注浆支盘式锚杆拉拔试验及极限承载力计算[J]. 岩土力学, 2021, 42(4): 1126-1132. (Yang Jian, Jian Wenbin, Huang Wei, et al. Pullout test and ultimate bearing capacity calculation of grouted anchor[J]. Geotechnics, 2021, 42(4): 1126-1132. (in Chinese))
[13] 俞强山, 王建松, 刘庆元, 等. 强风化花岗岩边坡锚索长期预应力损失规律及预测模型[J]. 铁道建筑, 2019, 59(7): 93-96. (Yu Qiangshan, Wang Jiansong, Liu Qingyuan, et al. Long-term prestress loss law and prediction model of anchor cables in strongly weathered granite slopes[J]. Railway Construction, 2019, 59(7): 93-96. (in Chinese))
[14] 陈昌富, 刘俊斌, 徐优林, 等. 锚-土界面剪切蠕变试验及其经验模型研究[J]. 岩土工程学报, 2016, 38(10): 1762-1768. (Chen Changfu, Liu Junbin, Xu Youlin, et al. Anchor-soil interface shear creep test and its empirical modeling[J]. Journal of Geotechnical Engineering, 2016, 38(10): 1762-1768. (in Chinese))
[15] 张敬一. 膨胀土地区承压扩体锚杆现场试验及应用研究[J]. 岩石力学与工程学报, 2018, 37(增2): 4367-4374. (Zhang Jingyi. Field test and application research of pressurized expanded body anchors in expansive soil area[J]. Chinese Journal of Rock Mechanics and Engineering, 2018, 37(Supp. 2): 4367-4374. (in Chinese))
[16] 聂希亦, 王引生, 廖小平. 新型挤扩锚杆现场力学试验与轴力分布分析[J]. 铁道标准设计, 2025, 69(11): 81-89. (Nie Xiyi, Wang Yinsheng, Liao Xiaoping. Field mechanical tests and axial force distribution analysis of new type of expanding and extruding anchor rods [J]. Railway Standard Design, 2025, 69(11): 81-89. (in Chinese))
[17] 钱永梅. 挤扩多盘桩的桩土效应及土体极限承载力研究[D]. 吉林: 吉林大学, 2002. (Qian Yongmei. Study on pile-soil interaction and ultimate bearing capacity of soil for expanding multi-plate piles[D]. Jilin: Jilin University, 2002. (in Chinese))
[18] 钱永梅, 尹新生, 钟春玲, 等. 挤扩多盘桩的土体极限承载力研究[J]. 哈尔滨工业大学学报, 2005(4): 568-570. (Qian Yongmei, Yin Xinsheng, Zhong Chunling, et al. Study on the ultimate bearing capacity of soil for expanding multi-plate piles[J]. Journal of Harbin Institute of Technology, 2005(4): 568-570. (in Chinese))
[19] 李春宝. 涡压挤扩桩承载特性研究[D]. 青岛:中国石油大学(华东), 2016. (Li Chunbao. Study on the bearing characteristics of swirled and expanded piles[D]. Qingdao: China University of Petroleum (East China), 2016. (in Chinese))
[20] 彭浩然. 挤扩锚杆施工工艺及抗拔承载特性研究[D]. 北京:中国铁道科学研究院, 2022. (Peng Haoran. Study on construction technology and uplift bearing characteristics of expanding and extruding anchor rods[D]. Beijing: China Academy of Railway Sciences, 2022. (in Chinese))
