期刊文献+

大直径土压盾构在狭小风井中掘进施工场地规划探讨 被引量:3

Discussion on Planning of Excavating Construction Site of Large Diameter Earth Pressure Shield in Narrow Wind Shaft
下载PDF
导出
摘要 地铁工程属城市交通市政工程,多位于城市核心范围内,用于地铁施工建设的场地征用受限,造成盾构机始发场地狭小问题。在狭小空间下,进行分体始发掘进,在场地布置过程中需考虑分体与正常掘进模式转化中,对场地布置的不同需求,以减少过多的场地变化。以成都地铁17号线盾构工程为依托,分析不同情况下场地布置情况,以研究合理可行的布置方式。 The subway project belongs to the municipal and municipal project,and is mostly located in the core area of the city.The requisition of the site used for the construction of the subway is limited,resulting in a small problem of the origin of the shield machine. In the course of site layout,it is necessary to consider the different requirements of site layout in the transformation of split and normal excavation patterns in order to reduce excessive site changes. Based on the shield construction of Chengdu Metro line 17,the site layout was analyzed under different conditions to study a reasonable and feasible layout method.
作者 刘生 张波 张书香 李建彪 Liu Sheng;Zhang Bo;Zhang Shu-xiang;Li Jian-biao
出处 《建筑技术开发》 2020年第19期52-54,共3页 Building Technology Development
关键词 分体始发 掘进 场地布置 设备选用 split initiation tunneling site layout equipment selection
  • 相关文献

参考文献5

二级参考文献21

  • 1钟长平,米晋生,竺维彬,周翠英.精细化管理在盾构施工中的应用[J].广东土木与建筑,2011,18(5):57-60. 被引量:3
  • 2于宁,朱合华.盾构隧道施工地表变形分析与三维有限元模拟[J].岩土力学,2004,25(8):1330-1334. 被引量:147
  • 3胡国良,龚国芳,杨华勇.盾构掘进机土压平衡的实现[J].浙江大学学报(工学版),2006,40(5):874-877. 被引量:36
  • 4沈永欢 梁在中 许履瑚.实用数学手册[M].北京:科学出版社,2003.. 被引量:14
  • 5候学渊 钱达仁 杨林德.软土工程施工新技术[M].合肥:安徽科学技术出版社,1999.39-42. 被引量:10
  • 6Loganathan N, Poulos H G. Analytical prediction for tunneling-induced ground movement in clays[J]. Journal of Geotechnical and Geoenvironmental Engineering, 1998,124(9):846-856. 被引量:1
  • 7Mindlin R D.Force at a point in the interior of a Semi-Infinite solid[J].Physics,1936,7(5):195-201. 被引量:1
  • 8Attewell P B. Ground movements caused by tunnelling in soil[A]. Proc Conf On Large Ground Movements and Structures[C]. Cardiff, London: Pentech Press, 1978. 被引量:1
  • 9Lee K M, Rowe R K, Lo K Y. Subsidence owing to tunneling Ⅰ: Estimating the gap parameter[J]. Canadian Geotechnical Journal, 1992, 29:929-940. 被引量:1
  • 10Chi Shue-Yeong, Chern Jin-Ching, Lin Chin-Cheng.Optimized back-analysis for tunneling-induced ground movement using equivalent ground loss model[J]. Tunnelling and Underground Space Technology, 2001, 16(3): 159-165. 被引量:1

共引文献99

同被引文献37

引证文献3

二级引证文献4

相关作者

内容加载中请稍等...

相关机构

内容加载中请稍等...

相关主题

内容加载中请稍等...

浏览历史

内容加载中请稍等...
;
使用帮助 返回顶部