Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Monitoring and Numerical Analysis of Soil Displacements Due to Excavation of the Exit of Liuyang River Tunnel
Liuyang River tunnel, one of the longest tunnels in Wuhan-Guangzhou railway passenger dedicated line, encountered low overburden, weak rock and crowded surface buildings in exit. If incorrect excavation method was tacked, it will cause serious damages to the environment and buildings. As it belongs to large-section excavation, for which cross section area surpasses 150 m2. In order to avoid oversize subsidence by excavation of the large cross section, field monitoring including stratum displacement and three dimensional deformations were carried out. Combined field monitoring with numerical analysis, stratum displacement distributed rule in large cross section tunnel excavation process was observed, which showed that the construction process is safe.
Monitoring and Numerical Analysis of Soil Displacements Due to Excavation of the Exit of Liuyang River Tunnel
Liuyang River tunnel, one of the longest tunnels in Wuhan-Guangzhou railway passenger dedicated line, encountered low overburden, weak rock and crowded surface buildings in exit. If incorrect excavation method was tacked, it will cause serious damages to the environment and buildings. As it belongs to large-section excavation, for which cross section area surpasses 150 m2. In order to avoid oversize subsidence by excavation of the large cross section, field monitoring including stratum displacement and three dimensional deformations were carried out. Combined field monitoring with numerical analysis, stratum displacement distributed rule in large cross section tunnel excavation process was observed, which showed that the construction process is safe.
Monitoring and Numerical Analysis of Soil Displacements Due to Excavation of the Exit of Liuyang River Tunnel
Jia, Ruihua (Autor:in) / Yang, Junsheng (Autor:in) / Li, Jiansheng (Autor:in)
GeoHunan International Conference 2009 ; 2009 ; Changsha, Hunan, China
13.07.2009
Aufsatz (Konferenz)
Elektronische Ressource
Englisch
British Library Conference Proceedings | 2009
|Numerical Evaluation of the Surface Displacements due to Soil Grouting and to Tunnel Excavation
Online Contents | 2007
|SPATIAL ANALYSIS OF CHANGSHA LIUYANG RIVER CABLE-STAYED BRIDGE WITHOUT BACK STAY
British Library Conference Proceedings | 2003
|Displacements estimate due twin tunnel excavation under low overburden
British Library Conference Proceedings | 2007
|