Session Details
トンネル③
Thu. Sep 11, 2025 1:00 PM - 2:20 PM JST
Thu. Sep 11, 2025 4:00 AM - 5:20 AM UTC
Thu. Sep 11, 2025 4:00 AM - 5:20 AM UTC
3F D2
[III-161]simplified design tool for countermeasures against deformations in mountain tunnels caused by external forces during operation
*Tomoya Ushida1, keisuke Shimamoto1, Kazuhide Yashiro1 (1. Railway Technical Reseach Institute)
[III-162]Advancement of the tunnel design calculation by three-dimensional analyses using the non-linear support material Part1
*Kasumi Ide1, Hideo Yamamoto1 (1. Retec Engineering)
[III-163]Advancement of the tunnel design calculation by three-dimensional analyses using the non-linear support material Part2
*Sho Ito1, Hideo Yamamoto1 (1. Retec Engineering)
[III-164]Model Experiment on the Effectiveness of Rock Bolts as a Countermeasure Against Tunnel Lining Collapse During Large Deformation of the Surrounding Ground
*Koki Kikuchi Kikuchi1, Atsushi Kusaka1, Tomoya Takatsu1, Nobuharu Isago2 (1. Public Works Research Institute, 2. Tokyo Metropolitan Public University)
[III-165]Study on the effect of inverts in preventing ground deterioration caused by road heave
*Yuzo Okui1, Shogo Kunimura1, Hiroaki Masuda2, Kiyoto Nakano3, Nobuharu Isago4, Kazuo Nishimura4 (1. OYO corporation, 2. Nippon Expressway Research Institute Company Limited, 3. East Nippon Expressway Company Limited, 4. Tokyo Metropolitan University)
[III-166]Restraint Effect of Tunnel Displacement by Hydraulically Expansion Type Rock Bolt in Poor Geological Condition
*Kota Suzuki2, Takuro Fukuyama1, Takafumi Imai1, Tomoki Suto1, Fuminobu Teramura2, Takafumi Kawamoto2, Tomoaki Matsushita2, Natsuki Ogura2, Koichi Fujiwara2, Taku Takishima2 (1. JRTT, 2. KAJIMA)
[III-167]Study on the Applicability of Ground Deterioration Models to Vertical Pressure Due to Ground Loosening
*Tadashi Okabe1, Tsuyoshi Matsunaga1, Mitsuki Mizuki1, Keisuke Shimamoto2, Tomoya Ushida2 (1. KFC Ltd., 2. Railway Technical Research Institute)