Title :
Measurement on soil deformation and numerical simulation during tunneling process
Author :
Liu, Wei ; Tang, Xiaowu ; Zhu, Ji ; Chen, Renpeng
Author_Institution :
MOE Key Lab. of Soft Soils & Geo-Environ. Eng., Zhejiang Univ., Hangzhou, China
Abstract :
During the tunnel construction, the soil loss and construction methods cause the soil deformation around the tunnel. The existed constructions and pipes are terribly affected by soil deformation. Hence, the significant studying on the soil displacement is implemented during tunneling construction. On the background of Hangzhou Metro Linel, the in-site monitoring is implemented to find the discipline of the soil deformation development. The numerical method is applied to simulate the tunneling process, and the results meet the discipline of monitoring data. The conclusions are consulted for soil deformation prediction during the tunnel construction.
Keywords :
condition monitoring; construction; deformation; geotechnical engineering; numerical analysis; pipes; soil; tunnels; Hangzhou Metro Linel; insite monitoring; numerical simulation; pipes; soil deformation measurement; soil displacement; soil loss; tunneling construction; tunneling process; Laboratories; Loss measurement; Monitoring; Rocks; Soil; Soil measurements; Tunneling; in-site monitoring; numerical simulation; soil displacement; tunneling;
Conference_Titel :
Electric Technology and Civil Engineering (ICETCE), 2011 International Conference on
Conference_Location :
Lushan
Print_ISBN :
978-1-4577-0289-1
DOI :
10.1109/ICETCE.2011.5776021