首页> 外文会议>International Conference on Energy Materials and Material Application >The monitoring and analysis of surface subsidence of Soft soil rock large section of subway tunnel shield construction
【24h】

The monitoring and analysis of surface subsidence of Soft soil rock large section of subway tunnel shield construction

机译:地铁隧道盾构施工软土地岩地表沉降的监测与分析

获取原文

摘要

In this paper use the shield construction of Dalian subway 202 bid section as an example, carried out the monitoring measurement of surface subsidence and crown surface subsidence during the shield construction, detailed analysis the monitoring data, explored the characteristics and distribution of surrounding rock and surface deformation of large cross section shield construction. Construction transverse deformation has a relationship with lateral position and the tunnel excavation length. The closer from shield machine working face, the closer to the center line of the tunnel, the greater impact is. The research results have reference value for the future similar engineering design and construction.
机译:在本文中,使用大连地铁202出价的盾构结构作为示例,在屏蔽结构期间进行了表面沉降和冠表面沉降的监测测量,详细分析了监控数据,探索了周围岩石和表面的特点和分布 大横截面屏蔽结构的变形。 建筑横向变形具有与横向位置和隧道挖掘长度的关系。 屏蔽机工作面的近距离接近隧道的中心线,越来越大。 研究结果对未来类似的工程设计和建设具有参考价值。

著录项

相似文献

  • 外文文献
  • 中文文献
  • 专利
获取原文

客服邮箱:kefu@zhangqiaokeyan.com

京公网安备:11010802029741号 ICP备案号:京ICP备15016152号-6 六维联合信息科技 (北京) 有限公司©版权所有
  • 客服微信

  • 服务号