[1] 王祥. 微型桩在高速铁路滑坡治理中的设计和应用[J]. 铁道工程学报, 2021, 38(2): 19-22, 29. (Wang Xiang. Design and application of micropiles on treatment for landslide of high - speed railway [J]. Chinese Journal of Railway Engineering, 2021, 38(2): 19-22, 29. (in Chinese))
[2] 朱宝龙, 陈强, 巫锡勇. 微型桩群加固边坡受力特性离心模型试验研究[J]. 四川大学学报(工程科学版), 2012, 44(2): 1-8. (Zhu Baolong, Chen Qiang, Wu Xiyong. Centrifugal Model Test Research on Mechanical Characteristics Micropile Groups Reinforcing Slope [J]. Journal of Sichuan University(Engineering Science Edition), 2012, 44(2): 1-8. (in Chinese))
[3] 辛建平, 唐晓松, 郑颖人, 等. 单排与三排微型抗滑桩大型模型试验研究[J].岩土力学, 2015, 36(4): 1050-1056. (Xin Jianping, Tang Xiaosong, Zheng Yingren, et al. Large-scale model tests of single-row and triple-row anti-slide micropiles [J].Rock and Soil Mechanics, 2015, 36(4): 1050-1056. (in Chinese))
[4] Li C D, Tang H M, Hu X L, et al. Numerical mod-elling study of the load sharing law of anti-sliding piles based on the soil arching effect for Erliban landslide, China[J]. KSCE Journal of Civil Engineering, 2013, 17(6): 1251-1262.
[5] 蒋建平, 姚均东. 滑体为黏土层的悬臂式抗滑桩三维土拱效应研究[J]. 应用基础与工程科学学报, 2017, 25(5): 1011-1025. (Jiang Jianping, Yao Jundong. Study on three-dimensional soil arching effect of cantilever anti-slide pile with clay layer as sliding body[J]. Journal of Basic Science and Engineering, 2017, 25(5): 1011-1025. (in Chinese))
[6] 陈强, 董桂城, 王超, 等. 基于透明土技术的桩后土拱效应特征分析[J]. 西南交通大学学报, 2020, 55(3): 509-522. (Chen Qiang, Dong Guicheng, Wang Chao, et al. Characteristics analysis of soil arching effect behind pile based on transparent soil technology [J]. Journal of Southwest Jiaotong University, 2020, 55(3): 509-522. (in Chinese))
[7] 孙书伟, 马宁, 胡家冰, 等. 抗滑桩土拱演化特征及机理分析[J]. 铁道工程学报, 2019, 36(11): 7-12. (Sun Shuwei, Ma Ning, Hu Jiabing, et al. Evolution characteristics and mechanism analysis of soil arch of anti-slide pile [J]. Journal of Railway Engineering Society, 2019, 36(11): 7-12. (in Chinese))
[8] 周应华, 周德培, 冯君. 推力桩桩间土拱几何力学特性及桩间距的确定[J]. 岩土力学, 2006, 27(3): 455-457, 462. (Zhou Yinghua, Zhou Depei, Feng Jun. Geometrically mechanical characters of soil arch between two adjacent laterally loaded piles and determination of suitable pile spacing [J]. Rock and Soil Mechanics, 2006, 27(3): 455-457, 462. (in Chinese))
[9] 赵明华, 廖彬彬, 刘思思. 基于拱效应的边坡抗滑桩桩间距计算[J]. 岩土力学, 2010, 31(4): 1211-1216. (Zhao Minghua, Liao Binbin, Liu Sisi. Calculation of anti-slide piles spacing based on soil arching effect [J]. Rock and Soil Mechanics, 2010, 31(4): 1211-1216. (in Chinese))
[10] 肖世国, 程富强. 再论悬臂式抗滑桩合理桩间距的计算方法[J]. 岩土力学, 2015, 36(1): 111-116. (Xiao Shiguo, Cheng Fuqiang. Further discussion on calculation method of rational spacing between two adjacent cantilever piles for stabilizing slope [J]. Rock and Soil Mechanics, 2015, 36(1): 111-116. (in Chinese))
[11] 邱子义, 韩同春, 豆红强, 等. 桩后及桩侧土拱共同作用的抗滑桩桩间距分析[J]. 浙江大学学报(工学版), 2016, 50(3): 559-565. (Qiu Ziyi, Han Tongchun, Dou Hongqiang, et al. Analysis of spacing between anti-slide piles considering soil arch on lateral sides and back [J]. Journal of Zhejiang University (Engineering Science), 2016, 50(3): 559- 565. (in Chinese))
[12] 杨雪强, 吉小明, 张新涛. 抗滑桩桩间土拱效应及其土拱模式分析[J]. 中国公路学报, 2014, 27(1): 30-37. (Yang Xueqiang, Ji Xiaoming, Zhang Xintao. Analysis of soil arching effect between anti-sliding piles and different arch body modes[J]. China Journal of Highway and Transport, 2014, 27(1): 30-37. (in Chinese))
[13] 张玲, 陈金海, 赵明华. 考虑土拱效应的悬臂式抗滑桩最大桩间距确定[J]. 岩土力学, 2019, 40(11): 4497-4505, 4522. (Zhang Ling, Chen Jinhai, Zhao Minghua. Maximum cantilever anti-slide piles spacing determination with consideration of soil arching effect [J]. Rock and Soil Mechanics, 2019, 40(11): 4497-4505, 4522. (in Chinese))
[14] 任永忠, 朱彦鹏. 基于桩间土滑动特性的合理桩间距研究[J]. 地震工程学报, 2020, 42(6): 1590-1597. (Ren Yongzhong, Zhu Yanpeng. Rational spacing between anti-slide piles based on sliding characteristic of soil between piles[J]. China Earthquake Engineering Journal, 2020, 42(6): 1590-1597. (in Chinese))
[15] 孙书伟, 胡家冰, 朱本珍, 等. 微型桩加固边坡土拱形成机制与结构特征研究[J]. 铁道工程学报, 2020, 37(11): 31-36. (Sun Shuwei, Hu Jiabing, Zhu Benzhen, et al. Formation mechanism and structural characteristics of soil arch in micropiles - reinforced slope [J]. Journal of Railway Engineering Society, 2020, 37(11): 31-36. (in Chinese))
[16] 张力, 赵振宇, 刘力璇, 等. 基于现场试验与数值模拟的微型桩设计参数优化[J]. 北京交通大学学报, 2019, 43(4): 52-57. (Zhang Li, Zhao Zhenyu, Liu Lixuan, et al. Design parameters optimization of micro-pile based on field test and numerical simulation[J]. Journal of Beijing Jiaotong University, 2019, 43(4): 52-57. (in Chinese))
[17] 姜春林, 李晋. 微型抗滑桩土拱效应空间特征的细观力学分析[J]. 岩土力学, 2012, 33(6): 1754-1760, 1815. (Jiang Chunlin, Li Jin. Mesomechanical analysis of spatial characteristics of soil arching effect on micro anti-slide pile system [J]. Rock and Soil Mechanics, 2012, 33(6): 1754-1760, 1815. (in Chinese))
[18] 李志雨, 何晖, 郭智. 基于桩间土拱效应的微型桩间距的分析[J]. 山地学报, 2015, 33(3): 326-330. (Li Zhiyu, He Hui, Guo Zhi. Analysis of micro-pile spacing based on soil arching effect between piles [J]. Mountain Research, 2015, 33(3): 326-330. (in Chinese))
[19] 谷拴成, 甄希翠. 微型桩加固边坡的合理桩间距确定[J]. 地下空间与工程学报, 2015, 11(6): 1617-1621. (Gu Shuancheng, Zhen Xicui. Analysis of micropile's slope reinforcement and determination of rational pile spacing [J]. Chinese Journal of Underground Space and Engineering, 2015, 11(6): 1617-1621. (in Chinese))
[20] 张克恭, 刘松玉.土力学[M]. 北京:中国建筑工业出版社, 2010. (Zhang Kegong, Liu Songyu. Soil mechanics [M]. Beijing: China Architecture Press, 2010. (in Chinese))
[21] 肖世国, 鲜飞, 王唤龙. 一种微型桩组合抗滑结构内力分析方法[J]. 岩土力学, 2010, 31(8): 2553-2559, 2564. (Xiao Shiguo, Xian Fei, Wang Huanlong. Analytical method of internal forces of a combining micropiles structure [J]. Rock and Soil Mechanics, 2010, 31(8): 2553-2559, 2564. (in Chinese))
[22] 孙书伟, 刘流, 杨肇熙, 等. 微型桩群加固边坡三维复合体形成判据研究[J]. 铁道工程学报, 2021, 38(3): 1-7. (Sun Shuwei, Liu Liu, Yang Zhaoxi, et al. Research on the formation criteria for three-dimensional composite body of micropiles-slope system [J]. Journal of Railway Engineering Socirty, 2021, 38(3): 1-7. (in Chinese))
[23] 曾锦秀. 板连式束筋微型抗滑桩群加固边坡机制与计算理论研究[D]. 成都: 西南交通大学, 2019. (Zeng Jinxiu. Study on the mechanism and computational theory of group of combined stabilizing micropiles used to reinforce slopes[D]. Chengdu: Southwest Jiaotong University, 2019. (in Chinese))
