第III部門

トンネル (11)

Thu. Sep 14, 2023 2:40 PM - 4:00 PM III-6 (広島大東広島キャンパス総合科学部講義棟Ｋ３１３)

Chair: Shigeru Kanjo

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2:40 PM - 2:50 PM

[III-200] Reproduction method of ground displacement measurement results in mountain tunnels by the Voigt model
Proposal of least squares method (direct method)

*uda makoto¹, uemura yoshiyuki¹, funahashi takahito¹, nashimoto yutaka¹, isago nobuharu² (1. jsce, 2. university)

2:50 PM - 3:00 PM

[III-201] Tunnel construction using front face prospecting at the geological boundary

*Hikaru Saitou¹, Naoya Sasaki¹, Eisuke Kotani² (1. MAEDA CONSTRACUTION TECHNOLOGY CO.,LTD, 2. Tajima District Administration Office, Hyogo Prefectural)

3:00 PM - 3:10 PM

[III-202] Water Sealing Design Method for Shield Tunnel Segment with Sealing Material under High Water Pressure

*Akira Nagai¹, Hirotaka Kimata¹, Kentaro Tamori¹, Kentaro Maeda¹ (1. Central Japan Railway Company)

3:10 PM - 3:20 PM

[III-203] Construction report of lining concrete using long-span tunnel lining steel form

*Gou Araki¹, Eiji Kawakami¹, Ryuunosuke Kittaka¹ (1. Maedacorporation)

3:20 PM - 3:30 PM

[III-204] Experimental study on water barrier properties of the foam mixed soil in the foam shield driving method

*Toshiaki Yasui¹, Hirokazu Akagi², Souhei Takano² (1. Maeda Corp., 2. WASEDA University)

3:30 PM - 3:40 PM

[III-205] Study on the Displacement Response of Shield Tunnel due to Train Driving

*Ryota Harashima¹, Hidehiko Sekiya¹ (1. Tokyo City University)

3:40 PM - 3:50 PM

[III-206] An attempt to construct a ground evaluation support system that reduces the influence of subjective judgment

*Kennto Tamura¹, Toru Sasaki¹, Atsushi Kusaka¹, Koki Kikuchi¹ (1. Public Works Research Institute)

Session information

トンネル (11)

[III-200] Reproduction method of ground displacement measurement results in mountain tunnels by the Voigt model
Proposal of least squares method (direct method)

[III-201] Tunnel construction using front face prospecting at the geological boundary

[III-202] Water Sealing Design Method for Shield Tunnel Segment with Sealing Material under High Water Pressure

[III-203] Construction report of lining concrete using long-span tunnel lining steel form

[III-204] Experimental study on water barrier properties of the foam mixed soil in the foam shield driving method

[III-205] Study on the Displacement Response of Shield Tunnel due to Train Driving

[III-206] An attempt to construct a ground evaluation support system that reduces the influence of subjective judgment

Authentication

Session information

トンネル (11)

[III-200] Reproduction method of ground displacement measurement results in mountain tunnels by the Voigt model Proposal of least squares method (direct method)

[III-201] Tunnel construction using front face prospecting at the geological boundary

[III-202] Water Sealing Design Method for Shield Tunnel Segment with Sealing Material under High Water Pressure

[III-203] Construction report of lining concrete using long-span tunnel lining steel form

[III-204] Experimental study on water barrier properties of the foam mixed soil in the foam shield driving method

[III-205] Study on the Displacement Response of Shield Tunnel due to Train Driving

[III-206] An attempt to construct a ground evaluation support system that reduces the influence of subjective judgment

Authentication

[III-200] Reproduction method of ground displacement measurement results in mountain tunnels by the Voigt model
Proposal of least squares method (direct method)