[1] 杨善统. 建筑密集区超大深基坑开挖变形模型试验研究[J]. 地下空间与工程学报,2022, 18(增1): 147-155.(Yang Shantong. Model test Study on Deformation of Super-Large Deep Foundation PitExcavation in Built-up Area[J]. Chinese Journal of Underground Space and Engineering, 2022, 18(Supp.1): 147-155. (in Chinese))
[2] 马伟亮, 李顺群, 叶茂松, 等. 基坑开挖对邻近隧道变形影响的解析方法研究[J]. 地下空间与工程学报,2023, 19(2): 446-455.(Ma Weiliang, Li Shunqun, Ye Maosong, et al. Analysis on the Influence of Foundation Pit Excavation on the Deformation ofAdjacent Tunnels[J]. Chinese Journal of Underground Space and Engineering, 2023, 19(2): 446-455. (in Chinese))
[3] 郑刚, 颜志雄, 雷华阳, 等. 基坑开挖对临近桩基影响的实测及有限元数值模拟分析[J]. 岩土工程学报,2007, 29(5): 638-643.(Gang Zheng, Zhi-xiong Yan, Hua-yang Lei, et al. Field observation and finite element numerical simulation analysis of effect on adjacent piles due to excavation[J]. Chinese Journal of Geotechnical Engineering, 2007, 29(5): 638-643. (in Chinese))
[4] 郑刚. 软土地区基坑工程变形控制方法及工程应用[J]. 岩土工程学报,2022, 44(1): 1-36.(Zheng Gang. Method and application of deformation control of excavations in soft ground[J]. Chinese Journal of Geotechnical Engineering, 2022, 44(1): 1-36. (in Chinese))
[5] 徐中华, 王卫东. 深基坑变形控制指标研究[J]. 地下空间与工程学报,2010, 6(3): 619-626.(Xu Zhonghua, Wang Weidong. Deformation Control Criteria of Deep Excavations[J]. Chinese Journal of Underground Space and Engineering, 2010, 6(3): 619-626. (in Chinese))
[6] 戴斌, 李靖, 陈永才, 等. 复杂环境超大面积深基坑整坑实施设计与实践[J]. 地下空间与工程学报,2022, 18(5): 1657-1664.(Dai Bin, Li Jing, Chen Yongcai, et al. Whole Pit Design and Practice of Super-Large Area Deep Foundation Pit inComplicated Environment[J]. Chinese Journal of Underground Space and Engineering, 2022, 18(5): 1657-1664. (in Chinese))
[7] 郑刚, 王玉萍, 程雪松, 等. 基坑倾斜桩支护性能及机理大型模型试验研究[J]. 岩土工程学报,2021, 43(9): 1581-1591.(Zheng Gang, Wang Yuping, Cheng Xuesong, et al. Large-scale model tests on performance and mechanism ofinclinedretaining structures of excavations[J]. Chinese Journal of Geotechnical Engineering, 2021, 43(9): 1581-1591. (in Chinese))
[8] 高盟, 高广运, 冯世进, 等. 基坑开挖引起紧贴运营地铁车站的变形控制研究[J]. 岩土工程学报,2008(6): 818-823.(Gao Meng, Gao Guangyun, Feng Shijin, et al. Control of deformation of operating subway station induced by adjacent deep excavation[J]. Chinese Journal of Geotechnical Engineering, 2008(6): 818-823. (in Chinese))
[9] 郑刚, 刘庆晨, 邓旭, 等. 基坑开挖对下卧运营地铁既有箱体影响的实测及分析[J]. 岩土力学,2012, 33(4): 1109-1116.(Zheng Gang, Liu Qingchen, Deng Xu, et al. Field measurement and analysis of effect of excavation on existing tunnel boxes of underlying metro tunnel in operating[J]. Rock and Soil Mechanics, 2012, 33(4): 1109-1116. (in Chinese))
[10] 费纬. 隔离桩在紧邻浅基础建筑的深基坑工程变形控制中的应用[J]. 岩土工程学报,2010, 32(增1): 265-270.(Fei Wei. Application of isolation piles to deformation control of deep foundation pitsclose to buildings with shallow foundation[J]. Chinese Journal of Geotechnical Engineering, 2010, 32(Supp.1): 265-270. (in Chinese))
[11] 郑刚, 杜一鸣, 刁钰. 隔离桩对基坑外既有隧道变形控制的优化分析[J]. 岩石力学与工程学报,2015, 34(增1): 3499-3509.(Zheng Gang, Du Yiming, Diao Yu. Optimization analysis of efficiency of isolation ples incontrolling the deformation of existing tunnelsadjacent to deep excavation[J]. Chinese Journal of Rock Mechanics and Engineering, 2015, 34(Supp.1): 3499-3509. (in Chinese))
[12] Nakashima S, Nakanishi W. All-around type reinforcing and consolidating method in the ground and apparatus thereof [P].U.S.Patent: GB 19930016840.1995-3-28.
[13] 梁利, 李恩璞, 王庆国, 等. MJS工法在轻轨车站换乘通道中的工程实践[J]. 地下空间与工程学报,2012, 8(1): 135-139.(Liang Li, Li Enpu, Wang Qingguo, et al. Practice of MJS method in light railway inter change passage construction in Shanghai[J]. Chinese Journal of Underground Space and Engineering, 2012, 8(1): 135-139. (in Chinese))
[14] Nakashima K, Kashima T, Sakuma T, et al. Applications of MJS method (Metro Jet System) -all-around type reinforcing and consolidating method in the ground[J]. Grouting and Deep Mixing Proc Conference, Tokyo, 1996, 1: 333-336.
[15] 张帆. 二种先进的高压喷射注浆工艺[J]. 岩土工程学报,2010, 32(增2): 406-409.(Zhang Fan. Two advanced jet grout methods[J]. Chinese Journal of Geotechnical Engineering, 2010, 32(Supp.2): 406-409. (in Chinese))
[16] 徐晓兵, 姜叶翔, 童磊, 等. 邻近地铁基坑后插型钢MJS工法桩试桩研究[J]. 地下空间与工程学报,2021, 17(增2): 854-860. (Xu Xiaobing, Jiang Yexiang, Tong Lei, et al. Field tests on MJS piles of post-inserted H-shaped steel in soil excavation adjacent to the subway[J]. Chinese Journal of Underground Space and Engineering, 2021, 17(Supp.2): 854-860. (in Chinese))
[17] 毛祖夏, 杨兰强, 李佳明. MJS工法与高压旋喷桩(双重管)挤土效应对比试验研究[J]. 隧道建设(中英文),2021, 41(10): 1699-1707.(Mao Zuxia, Yang Lanqiang, Li Jiaming. Experimental study on compaction effect between metro jet system methodand high-pressure jet grouting pile (double-tube)[J]. Tunnel Construction, 2021, 41(10): 1699-1707. (in Chinese))
[18] 赵香山, 李春涛, 王建华. 软土中MJS工法桩施工环境效应的数值分析[J]. 地下空间与工程学报,2016, 12(5): 1315-1319.(Zhao Xiangshan, Li Chuntao, Wang Jianhua. Numerical analysis on the installation effect of MJS pile in soft clay[J]. Chinese Journal of Underground Space and Engineering, 2016, 12(5): 1315-1319. (in Chinese))
[19] 姚志雄, 夏华灿, 黄敏, 等. 福州滨海软土MJS工法桩加固施工及环境效应[J]. 地下空间与工程学报,2023, 19(3): 1019-1026.(Yao Zhixiong, Xia Huacan, Huang Min, et al. Construction and environmental effect of MJS pile strengthening soft soil in fuzhou coastal area[J]. Chinese Journal of Underground Space and Engineering, 2023, 19(3): 1019-1026. (in Chinese))
[20] 谢雄耀, 郁宏杰, 王庆国, 等. 基坑开挖引起下卧既有电力隧道变形的控制技术研究[J]. 岩土工程学报,2014, 36(1): 88-97.(Xie Xiongyao, Yu Hongjie, Wang Qingguo, et al. Deformation control of operating tunnels induced by deep excavation ofoverlying metro[J]. Chinese Journal of Geotechnical Engineering, 2014, 36(1): 88-97. (in Chinese))
[21] 吴昌将, 张子新, 丁文其, 等. 盾构侧穿邻近古建筑的施工影响分析及保护措施加固效果的研究[J]. 岩土工程学报,2012, 34(1): 158-165.(Wu Changjiang, Zhang Zixin, Ding Wenqi, et al. Influences of construction of side-crossing shield tunnel on adjacentancient architectures and reinforcement effect of protection measures[J]. Chinese Journal of Geotechnical Engineering, 2012, 34(1): 158-165. (in Chinese))
[22] 陈仁朋, 张品, 刘湛, 等. MJS水平桩加固在盾构下穿既有隧道中应用研究[J]. 湖南大学学报(自然科学版),2018, 45(7): 103-110.(Chen Renpeng, Zhang Pin, Liu Zhan, et al. Application study of MJS horizontal column reinforcement in shield tunneling[J]. Journal of Hunan University(Natural Sciences), 2018, 45(7): 103-110. (in Chinese))
[23] 张子新, 李佳宇. MJS法地基处理技术综述与应用[J]. 土木建筑与环境工程,2017, 39(6): 1-11.(Zhang Zixin, Li Jiayu. Review and applications of MJS techniques for ground improvement[J]. Journal of Civil and Environmental Engineering, 2017, 39(6): 1-11. (in Chinese))
[24] 王卫东, 李青, 徐中华, 等. 软黏土小应变本构模型参数研究与应用[J]. 地下空间与工程学报,2023, 19(3): 844-855.(Wang Weidong, Li Qing, Xu Zhonghua, et al. Investigation and application of small-strain model parameters for soft clay deposits[J]. Chinese Journal of Underground Space and Engineering, 2023, 19(3): 844-855. (in Chinese))
[25] 顾晓强, 吴瑞拓, 梁发云, 等. 上海土体小应变硬化模型整套参数取值方法及工程验证[J]. 岩土力学,2021, 42(3): 833-845.(Gu Xiaoqiang, Wu Ruituo, Liang Fayun, et al. On HSS model parameters for Shanghai soils with engineering verification[J]. Rock and Soil Mechanics, 2021, 42(3): 833-845. (in Chinese))
[26] 中华人民共和国住房和城乡建设部. 建筑基坑工程监测技术规范(GB 50497—2019)[S]. 北京:中国计划出版社, 2019.(Ministry of Housing and Urban-Rural Development of the People's Republic of China. Technical standard for monitoring of building excavation engineering (GB 50497—2019)[S]. Beijing: China Planning Press, 2019. (in Chinese))
[27] Song D Q, Chen Z, Dong L H, et al. Monitoring analysis of influence of extra-large complex deep foundation pit on adjacent environment: A case study of Zhengzhou City, China[J]. Geomatics Natural Hazards & Risk, 2020, 11(1): 2036-2057.
[28] 叶琪, 王国权, 杨兰强, 等. 宁波软土地区MJS工法桩施工对临近既有建筑物的影响分析[J]. 隧道建设(中英文),2017, 37(11): 1379-1386.(Ye Qi, Wang Guoquan, Yang Lanqiang, et al. Analysis of influence of MJS(Metro Jet System) pile construction on adjacent existing buildings in soft soil area in Ningbo[J]. Tunnel Construction, 2017, 37(11): 1379-1386. (in Chinese))
