立坑を含むシールドトンネルの縦断方向の地震時挙動に関する研究

抄録

This analytical proposal was investigated by a series of model tests on the behavior of shield tunnel including shaft in the longitudinal direction. In the experimental study, firstly, seismic motion was applied to the test models to confirm the effectiveness of analytical model. Secondly, the interaction between tunnelincluding shaft and the ground was investigated by the test in the model ground.