https://www.selleckchem.com/pr....oducts/fph1-brd-6125
Tunnel portal sections located in the soft-hard rock junction are vulnerable to the strong earthquake motions in seismically active regions. The main objective of this paper is to investigate the seismic response of tunnel portals located in the soft-hard rock junction. Taking the Baiyunding tunnel in northeast China as a background, a shaking table test with a geometric scaling ratio of 130 was built. Details of test setup and procedures are introduced first and then the test results are presented. The discussion of the results i