Japan Society of Civil Engineers 2026 Annual Meeting
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Session Details

Section III

路床・路盤・フィルダム

Wed. Sep 2, 2026 8:50 AM - 10:10 AM JST
Wed. Sep 2, 2026 11:50 PM - 1:10 AM UTC
Room 405, 4th Floor, Building 1 (Hokkai School of Commerce)
8:50 AM - 9:00 AM JST(11:50 PM - 12:00 AM UTC)

[III-63]Bearing Capacity Characteristics of Two-Layer Ground Based on Multilayer Elastic Theory and Its Application to Subgrade Construction

*Takashi Obara1, Yuma Yoshida1, Teppei Okuyama1, Shinnosuke Takada1, Tatsuki Abe2, Itsuki Nagasaka2 (1. Kajima Corporation, 2. PENTA-OCEAN CONSTRUCTION)
9:00 AM - 9:10 AM JST(12:00 AM - 12:10 AM UTC)

[III-64]Verification of Applicability of Embankment Subgrade Reaction Coefficient Evaluation Method Based on Compaction Settlement Data to Small Compaction Machines

*Hisashi Abe1, Kohe Kasahara1, Yuki Amano1, Shinichiro Fujisawa1, Susumu Nakajima1 (1. Railway Technical Research Institute)
9:10 AM - 9:20 AM JST(12:10 AM - 12:20 AM UTC)

[III-65]Comparative Study on Seasonal Effects on the S-Wave Velocity Structure of Asphalt-Paved Ground Using Surface Wave Testing

*Keita Abe1, Taku Maeshima1 (1. Nihon University)
9:20 AM - 9:30 AM JST(12:20 AM - 12:30 AM UTC)

[III-66]Centrifuge model tests on irrigation dams considering complex disasters caused by earthquake and overflow

*Kentaro Fukuda1, Sokkheang Sreng1, Tatsuki Ito1, Takeshi Nomura1 (1. Nippon Koei, Co., Ltd.)
9:30 AM - 9:40 AM JST(12:30 AM - 12:40 AM UTC)

[III-67]A Study on the Impact of the September 2024 Noto Peninsula Heavy Rainfall on Oya Dam (Part1)

*Toshiyuki Sakurai1, Chihiro Mori1, Kenichi Kanenawa1 (1. National Institute for Land and Infrastructure Management)
9:40 AM - 9:50 AM JST(12:40 AM - 12:50 AM UTC)

[III-68]A Study on the Impact of the September 2024 Noto Peninsula Heavy Rainfall on Oya Dam (Part 2)

*Chihiro Mori1, Kenichi Kanenawa1, Toshiyuki Sakurai1 (1. National Institute for Land and Infrastructure Management)
9:50 AM - 10:00 AM JST(12:50 AM - 1:00 AM UTC)

[III-69]A Study on the Settlement of River Embankments Reinforced with Self Standing Cement treated soil mass during Liquefaction

*Hidefumi Izuo1, Naoya Abe2, Kousuke Sato3, Shogo Aoyama4, Hirotoshi Mori5, Kenichiro Nakarai6 (1. Japan Cement Association, 2. Nippon Steel Blast Furnace Slag Cement Co.,Ltd., 3. Power Blender Method Association, 4. Kiso-Jiban Consultants Co.,Ltd., 5. Yamaguchi University, 6. Hiroshima University)
10:00 AM - 10:10 AM JST(1:00 AM - 1:10 AM UTC)

[III-70]A preliminary study on seismic evaluation for concrete face rockfill dam (Part9)
-Cyclic loading tests of vertical joints of face slab-

*Tetsuo FUJIMOTO Fujimoto1, Yasuhiro Ohkoshi2, Hideaki Satoh2, Akito Ozaki2, Syuichi Kuroda3, Masaaki Notani3, Hironori Hiramatsu3 (1. Osaka Institute of Technology, 2. Kumagai Gumi Co., Ltd., 3. Eight-Japan Engineering Consultants Inc.)
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