Analysis on settlement regularity when shields underneath pass subway tunnels Click Copy

Analysis on settlement regularity when shields underneath pass subway tunnels

References:

[1] 乐贵平,江玉生.北京地区盾构旋工技术[J].都市快轨交通,2006,19(2):45-49. LE Gui-ping,JIANG Yu-sheng.Shield tunneling in Beijing Area[J].Urban Rapid Rail Transit,2006,19(2):45-49.
[2] 杨志勇,江玉生,谭 雪,等.盾构分体始发施工平房群沉降控制技术研究[J].市政技术,2012,30(5):109-111. YANG Zhi-yong,JIANG Yu-sheng,TAN Xue,et al.Study on settlement controlling of bungalow group caused by shield split originating construction[J].Municipal Engineering Technology,2012,30(5):109-111.
[3] 崔玖江.盾构隧道施工风险与规避对策[J].隧道建设,2009,29(4):377-396. CUI Jiu-jiang.Risks and countermeasures for construction of shield-bored tunnels[J].Tunnel Construction,2009,29(4):377-396.
[4] 颜治国,刘殿书,江玉生.浅覆地层盾构隧道下穿永宁门护城河的施工方案研究[J].西安科技大学学报,2012,32(5):622-626. YAN Zhi-guo,LIU Dian-shu,JIANG Yu-sheng.Rese-arch on construction scheme of shield through the moat of Yongning door under condition of Shallow buried tunnel[J].Journal of Xi'an University of Science and Technology,2012,32(5):622-626.
[5] 郅 彬,韩晓雷,杨更社.盾构施工开挖面稳定分析研究[J].西安科技大学学报,2009,29(3):333-338. ZHI Bin,HAN Xiao-lei,YANG Geng-she.Stability analysis for excavated section of shield tunnel[J].Journal of Xi'an University of Science and Technology,2009,29(3):333-338.
[6] 刁良勋.既有盾构隧道条件下明挖地铁车站施工的三维数值模拟[J].西安科技大学学报,2007,27(3):372-376. DIAO Liang-xun.Three dimensional numerical simulation of construction of metro-station existing shield tunnel using open surface method[J].Journal of Xi'an University of Science and Technology,2007,27(3):372-376.
[7] 胡志平,朱启东,赵振荣,等.盾构隧道衬砌结构小角度斜穿地裂缝的破坏机理[J].西安科技大学学报,2011,31(4):425-430. HU Zhi-ping,ZHU Qi-dong,ZHAO Zhen-rong,et al.M-odeling test of deformation and damage mechanism of shield tunnel intersection ground fracture with small angle[J].Journal of Xi'an University of Science and Technology,2011,31(4):425-430.
[8] 张 舵.地铁盾构区间穿越既有铁路技术措施研究[J].铁道标准设计,2013(2):81-84. ZHANG Duo.Research on technical measure for metro shield section crossing below existing railway[J].Railway StandardDesign,2013(2):81-84.
[9] 杨宇恒,廖少明,范垚垚,等.盾构上、下夹穿运营地铁的变形预测与对比分析[J].岩石力学与工程学报,2011,30(增2):4 072-4 077. YANG Yu-heng,LIAO Shao-ming,FAN Yao-yao,et al.Deformation predicting and contrast analysis of running subway caused by shield up-under crossing[J].Chinese Journal of Rock Mechanics and Engineering,2011,30(Suppl.2):4 072-4 077.
[10]徐前卫,尤春安,李大勇.盾构近距离穿越已建隧道的施工影响分析[J].岩土力学,2004,25(增):95-98. XU Qian-wei,YOU Chun-an,LI Da-yong.Analysis of construction influence of shield tunnel machine passing over old nearby tunnels[J].Rock and Soil Mechanics,2004,25(Suppl):95-98.
[11]马忠政.复杂环境下软土地区地铁隧道近距离穿越施工技术[J].施工技术,2013,42(8):60-64. MA Zhong-zheng.Construction for metro shield crossing adjacent tunnels in complex environments[J].Construction Technology,2013,42(8):60-64.
[12]冯晓光,任建喜,王金华.西安黄土地层盾构施工的 Peck公式修正[J].西安科技大学学报,2012,32(3):343-347. FENG Xiao-guang,REN Jian-xi,WANG Jin-hua.Improvement of Peck formula for shield construction in Xi'an loess area[J].Journal of Xi'an University of Science and Technology,2012,32(3):343-347.
[13]丁传松,杨兴富.盾构近距离下穿对已运营隧道的变形分析[J].施工技术,2012,41(2):84-86,91. DING Chuan-song,YANG Xing-fu.Deformation analysis of shield tunnel undercrossing nearby operation tunnels[J].Construction Technology,2012,41(2):84-86,91.
[14]胡群芳,黄宏伟.盾构下穿越已运营隧道施工监测与技术分析[J].岩土工程学报,2006,28(1):42-46. HU Qun-fang,HUANG Hong-wei.Analysis and monitoring on shield tunneling under existing adjacent tunnel[J].Chinese Journal of Geotechnical Engineering,2006,28(1):42-46.
[15]薛景沛,何 浩.盾构两次近距离下穿既有运营地铁的施工技术[J].隧道建设,2009,29(增1):46-51. XUE Jing-pei,HE Hao.Tunneling technology of crossing beneath the existing metro lines by shield machine within short distance[J].Tunnel Construction,2009,29(Su-ppl.1):46-51.

Memo

基金项目:国家科技支撑计划子课题(2013BAB10B02-4); 北京市科技计划重大项目(D08050600390000)
通讯作者:杨志勇(1980-),男,湖北松滋人,博士后,E-mail:yangzy1010@126.com