Journal of Shandong University(Engineering Science) ›› 2021, Vol. 51 ›› Issue (1): 46-52.doi: 10.6040/j.issn.1672-3961.0.2020.340
LI Lianxiang1,2, ZHANG Qiang1,2, SHI Jinjiang3, LIU Jiadian1,2, HOU Yingxue1,2
CLC Number:
[1] 日本土木学会.隧道标准规范(盾构篇)及解说[M].朱伟,译. 北京:中国建筑工业版社,2011. [2] 郑刚,杜一鸣,刁钰.基坑开挖引起邻近既有隧道变形的影响区研究[J].岩土工程学报,2016,38(4):599-612. ZHENG Gang, DU Yiming, DIAO Yu, et al. Influenced zones for deformation of existing tunnels adjacent to excavations[J]. Chinese Journal of Geotechnical Engineering, 2016, 38(4):599-612. [3] 张治国,张孟喜,王卫东,等.基坑开挖对临近地铁隧道影响的两阶段分析方法[J].岩土力学,2011,32(7):2085-2092. ZHANG Zhiguo, ZHANG Mengxi, WANG Weidong, et al. Two-stage method for analyzing effects on adjacent metro tunnels due to foundation excavation[J]. Rock and Soil Mechanics, 2011, 32(7):2085-2092. [4] 周泽林,陈寿根,涂鹏,等. 基坑开挖对邻近隧道影响的耦合分析方法[J].岩土力学,2018,39(4):1440-1449. ZHOU Zelin, CHEN Shougen, TU Peng, et al. Coupling method for analyzing the influence on existing tunnel due to adjacent foundations pit excavation[J].Rock and Soil Mechanics, 2018, 39(4):1440-1449. [5] 杨雨冰,周彪,谢雄耀.邻近基坑施工作用下盾构隧道横向变形及开裂特性研究[J].岩石力学与工程学报,2016,35(增刊2):4082-4093. YANG Yubing, ZHOU Biao, XIE Xiongyao. Study on transverse deformation and cracking property of shield-driven tunnel induced by adjacent excavation[J]. Chinese Journal of Rock Mechanics and Engineering, 2016, 35(Suppl.2):4082-4093. [6] 仲锁庆,张西平,潘海利.地基土基床系数研究[J].地下空间与工程学报,2005,1(7):1109-1112. ZHONG Suoqing, ZHANG Xiping, PAN Haili. Study on foundation soil coefficient of subgrade reaction[J]. Chinese Journal of Underground Space and Engineering, 2005, 1(7):1109-1112. [7] 胡琦,凌道盛,陈云敏.基于Melan解的水平基床系数分析方法及工程运用[J].岩土力学,2009,30(1):33-39. HU Qi, LING Daosheng, CHEN Yunmin. Analytical method and engineering application of horizontal coefficients of subgrade reaction based on Melans solution[J]. Rock and Soil Mechanics, 2009, 30(1):33-39. [8] 胡琦,许四法,陈仁朋,等.深基坑开挖土体扰动及其对邻近地铁隧道的影响分析[J].岩土工程学报,2013,35(增刊2):537-541. HU Qi, XU Sifa, CHEN Renpeng, et al. Influence of soil disturbance on metro tunnel in soft clay due to excavation of deep foundation pit[J].Chinese Journal of Geotechnical Engineering, 2013, 35(Suppl.2):537-541. [9] MUIRWOOD A M.The circular tunnel in elastic ground[J]. Geotechnique, 1975, 25(1):115-127. [10] 日本土木学会. 盾构隧道管片设计: 从容许应力设计法到极限状态设计法[M]. 关林星,译. 北京: 中国建筑工业出版社, 2012. [11] 李连祥,刘嘉典,李克金,等.济南典型地层HSS参数选 取及适用性研究[J].岩土力学,2019,40(10):1-10. LI Lianxiang, LIU Jiadian, LI Kejin, et al. Study on selection method and applicability of HSS parameters of typical[J].Rock and Soil Mechanics, 2019, 40(10):1-10. [12] XUAN F, XIA X H, WANG J H. The application of a small strain model in excavations[J]. Journal of Shanghai Jiaotong University(Science), 2009, 14(4):418-422. [13] LIKITLERSUANG S, SURARAK, C, WANATOWSKI D, et al. Finite element analysis of a deep excavation: A case study from the Bangkok MRT[J]. Soils and Foundations, 2013, 53(5):756-773. [14] 李连祥, 张永磊, 扈学波. 基于PLAXIS 3D有限元软 件的某坑中坑开挖影响分析[J]. 地下空间与工程学报, 2016, 12(增刊1): 254-261. LI Lianxiang, ZHANG Yonglei, HU Xuebo. Finite element analysis of a pit-in-pit excavation based on PLAXIS 3D[J].Chinese Journal of Underground Space and Engineering, 2016, 12(Suppl.1): 254-261. [15] 王立峰,庞晋,徐云福,等. 基坑开挖对近邻运营地铁隧道影响规律研究[J].岩土力学,2016,37(7):2004-2010. WANG Lifeng, PANG Jin, XU Yunfu, et al. Influence of foundation pit excavation on adjacent metro tunnels[J]. Rock and Soil Mechanics, 2016, 37(7):2004-2010. [16] LEE K M, GE X W. The equivalence of a jointed shield driven tunnel lining to a continuous ring structure[J]. Canadian Geotechnical Journal, 2001, 38(3): 461-483. [17] 黄宏伟,黄栩,SCHWEIGER F H. 基坑开挖对下 卧运营盾构隧道影响的数值模拟研究[J].土木工程学报,2012,45(3):182-189. HUANG Hongwei,HUANG Xu,SCHWEIGER F H. Numerical analysis of the influence of deep excavation on underneath existing road tunnel[J]. China Civil Engineering Journal, 2012, 45(3): 182-189. [18] 中华人民共和国住房和城乡建设部.城市轨道交通工程监测技术规范:GB 50911—2013[S].北京:中国建筑工业出版社, 2013. [19] 徐芝纶.弹性力学简明教程[M].4版.北京:高等教育出版社,2013. [20] 北京城建设计研究总院有限责任公司.城市轨道交通工程设计规范: DB 11/995—2013[S]. 北京: 中国建筑工业出版社,2014. [21] 卢廷浩.土力学[M].南京:河海大学出版社,2005. [22] LIU G B, HUANG P J, SHI W, et al. Performance of a deep excavation and its effection adjacent tunnels in Shanghai soft clay[J].Journal of Performance of Constructed Facilities, 2016, 30(6):1-14. [23] 张治国,白乔木, 姜蕴娟,等.邻近隧道及周围地层受深基坑开挖影响的现场监测研究[J].现代隧道技术,2017,54(2):177-184. ZHANG Zhiguo, BAI Qiaomu, JIANG Yunjuan, et al. In-situ monitoring analyses of the influences of deep foundation pit excavation on adjacent metro tunnels and surrounding strata[J]. Modern Tunnelling Technology, 2017, 54(2):177-184. [24] 魏纲,厉京,宣海力,等.大型深基坑开挖对旁边地铁盾构隧道影响的实测分析[J].铁道科学与工程学报,2018,15(3):718-726. WEI Gang, LI Jing, XUAN Haili, et al. Monitoring data analysis on the influence of large deep foundation pit excavation on nearby metro shield tunnel[J]. Journal of Rail Way Science and Engineering, 2018, 15(3):718-726. [25] 张治国,奚晓广,吴玲.基坑分区开挖对邻近大直径越江隧道影响的数值模拟与现场实测分析[J].隧道建设,2018,38(9):1480-1488. ZHANG Zhiguo, XI Xiaoguang, WU Ling. Numerical simulation and site monitoring analysis of influence of division excavation of foundation pit on adjacent large-diameter river-crossing tunnel[J]. Tunnel Construction, 2018, 38(9):1480-1488. [26] 邵华,王蓉.基坑开挖施工对邻近地铁影响的实测分析[J].地下空间与工程学报,2011,7(增刊1):1403-1408. SHAO Hua, WANG Rong. Monitoring data analysis on influence of operating metro tunnel by nearly excavation construction[J].Chinese Journal of Underground Space and Engineering, 2011, 7(Suppl.1):1403-1408. [27] SHI C H, CAO C Y, LEI M F,et al. Effects of lateral unloading on the mechanical and deformation performance of shield tunnel segment joints[J].Tunnelling and Underground Space Technology, 2016, 51:175-188. [28] ZHU Dapeng, LIN Yundian, YAN Echuan.Three-dimensional numerical analysis on excavation and support of deep pit near the subway tunnel by computer simulation technique[J]. Journal of Theoretical and Applied Information Technology, 2012, 45(2):621-626. [29] 李杨秋.复杂地质条件下超深岩质基坑开挖对公路、地铁隧道影响分析[J].建筑科学,2015,31(5):131-138. LI Yangqiu.Impact analysis of ultra-deep rock foundation pit excavation on highway tunnels &subway tunnels under complicated gelogical conditions[J]. Building Science, 2015, 31(5):131-138. [30] 姜兆华,张永兴.深基坑开挖对邻近通道影响的实测及数值分析[J].西北农林科技大学学报(自然科学版),2013, 41(4):220-226. JIANG Zhaohua, ZHANG Yongxing. Field measurement and numerical analysis on effects of deep excavation on adjacent channel [J]. Journal of Northwest A&F University(Natural Science Edition), 2013, 41(4):220-226. |
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