摘要
为减小新建地铁盾构隧道下穿施工对既有运营市政隧道的影响,采取土体加固、加强底板配筋等前期预留措施,并在下穿过程中通过分析监测数据变化规律,进一步提出适时调整盾构掘进参数、注浆参数、进行土体改良等措施,达到保障既有运营隧道安全、确保地铁隧道施工安全和质量的目的。
In order to minimize the influence of metro shield tunnel perpendicularly crossing underneath existing tunnel on running municipal tunnel,a series of technologies,i. e. ground consolidation,floor reinforcement strengthening,monitoring data analysis,shield boring parameters and grouting parameters adjustment and ground conditioning,are adopted. The safety of the municipal tunnel and the metro shield tunnel and the construction quality of the metro shield tunnel have been guaranteed.
出处
《隧道建设》
北大核心
2017年第A01期111-115,共5页
Tunnel Construction
关键词
地铁
盾构
下穿
市政隧道
风险控制
metro
shield
underpass
municipal tunnel
risk control