Li and Yuan SpringerPlus (2016)5:527 DOI 10.1186/s40064-016-2168-7
CASE STUDY
Open Access
Development of the safety control framework for shield tunneling in close proximity to the operational subway tunnels: case studies in mainland China Xinggao Li* and Dajun Yuan *Correspondence:
[email protected] School of Civil Engineering, Beijing Jiaotong University, Beijing 100044, China
Abstract Introduction: China’s largest cities like Beijing and Shanghai have seen a sharp increase in subway network development as a result of the rapid urbanization in the last decade. The cities are still expanding their subway networks now, and many shield tunnels are being or will be constructed in close proximity to the existing operational subway tunnels. The execution plans for the new nearby shield tunnel construction calls for the development of a safety control framework—a set of control standards and best practices to help organizations manage the risks involved. Case description: Typical case studies and relevant key technical parameters are presented with a view to presenting the resulting safety control framework. The framework, created through collaboration among the relevant parties, addresses and manages the risks in a systematic way based on actual conditions of each tunnel crossing construction. The framework consists of six parts: (1) inspecting the operational subway tunnels; (2) deciding allowed movements of the existing tunnels and tracks; (3) simulating effects of the shield tunneling on the existing tunnels; (4) doing preparation work; (5) monitoring design and information management; and (6) measures and activation mechanism of the countermeasures. The six components are explained and demonstrated in detail. Discussion and Evaluation: In the end, discussions made involve construction and post-construction settlement of the operational tunnel, application of the remedial grouting to rectify excessive settlements of the operational tunnel, and use of the innovative tool of the optical fiber measurement for tunnel movement monitoring. Conclusions: It is concluded that the construction movement of the tunnel can be controlled within 15 mm when the shield machine is
