[CS1-22]Estimation of Deformation Mechanisms and Countermeasure Policies for Mountain Tunnels Caused by Heavy Rainfall
*Hiroki Kogano1, Hisataka Nagamatsu2, Tomohisa Ano3(1. TAISEI CORPORATION, 2. Ministry of Land, Infrastructure, Transport and Tourism, 3. Eight-Japan Engineering Consultants Inc.)
Keywords:
mountain tunnel,groundwater level,Repeatability Analysis,covering structure,impermeable layer,drained borehole
Drainage boring was conducted in a mountain tunnel with an impermeable layer above to prevent re-displacement caused by a rise in the groundwater level around the tunnel during heavy rainfall. As a result, no re-displacement was observed after heavy rainfall. However, because of the uncertainty in the effectiveness of the re-displacement measures, it was necessary to estimate the mechanism of re-displacement and consider additional countermeasures.
