Using grouting of shield tunneling to reduce settlements of overlying tunnels: Case study in Shenzhen metro construction

Journal of Construction Engineering and Management

Volumn 138, Issue 4, 2012, Pages 574-584

  Li, Xinggao ^a   Chen, Xiangsheng ^b  

^a BEIJING JIAOTONG UNIVERSITY   (China)

^b Shenzhen Metro Group Co Ltd   (China)

Author keywords

Automatic monitoring system; EPB shield tunneling; Existing tunnels; Grouting through segment holes; Settlement control; Simultaneous backfilling grouting

Indexed keywords

AUTOMATIC MONITORING-SYSTEM; CROWDED URBAN AREAS; DESIGN METHOD; DURING CONSTRUCTION; EARTH PRESSURE BALANCED SHIELDS; EPB SHIELD TUNNELING; EXISTING TUNNEL; GROUTING PRACTICE; METRO CONSTRUCTION; METRO LINES; MOTORING SYSTEM; OBSERVATIONAL METHOD; OVERLYING TUNNEL; SETTLEMENT CONTROL; SHIELD TUNNELING;

CONCRETE CONSTRUCTION; GROUTING; MORTAR; SHIELDING; SUBWAYS;

TUNNELS;

EID: 84859911273     PISSN: 07339364     EISSN: None     Source Type: Journal    
DOI: 10.1061/(ASCE)CO.1943-7862.0000455     Document Type: Article

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