Session Details

トンネル (5)

Thu. Sep 5, 2024 4:20 PM - 5:40 PM JST
Thu. Sep 5, 2024 7:20 AM - 8:40 AM UTC
A302(川内北キャンパス講義棟A棟)
Chair: Yuhkoh Kiyohara

[III-41]Effect of Tunnel Shaft Geometry on Response Values

*Kai Takano1, Satoshi Kanemaki2, Atsushi Teshigawara2, Nozomu Taniguchi3, Takeaki Kubo1 (1. Tonichi Consultant Co.,Ltd., 2. Fukken Engineering Co.,Ltd., 3. Nihon University)

[III-42]Study on excavation management method based on groundwater pressure from viewpoint of face stability

*Yoshinori Ando1, Shohei Nagata1, Isamu Otsuka1 (1. TAISEI CORPORATION)

[III-43]Case Study on Application of Rock Tests for Predicting Deformations in In-Service Tunnels

*Yuzo Okui1, Shogo Kunimura1, Aoi Nagai1, Takashi Yoshida1, Hiroaki Masuda2, Tetsuya Yamazaki2, Kiyoto Nakano2 (1. OYO corporation, 2. Nippon Expressway Research Institute Company Limited)

[III-44]Development of T-N Joint (1) Unit tensile test and anchor pullout test

*Yasuharu Urasawa1, Takumi Taguchi1, Osamu Kobayashi2, Yuuta Chanoki2 (1. NIPPON HUME CORPORATION, 2. TODA CORPORATION)

[III-45]Development of T-N joint(2) joint bending test using RC flat plate introduced axial force.

*Hirofumi Tanaka1, Yasuharu Urasawa2 (1. TODA CORPORATION, 2. NIPPON HUME CORPORATION)

[III-46]Simulation Analysis of bending tests on Axial-insertion segment joint with wedge shape

*Keisuke Manabe1, Kaho Kinoshita1, Takashi Ushida1, Kazuhide Yashiro1, Yuuta Chanoki2, Hirofumi Tanaka2, Takashi Tanaka2, Yasuharu Urasawa3 (1. Railway Technical Research Institute, 2. TODA CORPORATION, 3. NIPPON HUME CORPORATION)

[III-47]Measuring method for strike and dip of cracks in rock mass using different color tone lights

*Kazuo Tomita1, Hayato Tobe1, Yasuyuki Miyajima1, Kazuhiko Masumoto1 (1. Kajima corporation)

[III-48]Basic Study on Invert Structure of Mountain Tunnel Based on Numerical Analysis

*Yu Ohara1, Makoto Yasuhara1, Takashi Kawamoto1, Masatsugu Sorimachi1, Tomoya Ushida2, Yuto Ishiwata2, Junichi Sakaguchi3 (1. Central Japan Railway Co., 2. Railway Technical Research Institute, 3. HRC Research Institute Co.)