Session Details

透水・圧密①

Thu. Sep 11, 2025 9:00 AM - 10:20 AM JST
Thu. Sep 11, 2025 12:00 AM - 1:20 AM UTC
3F A4

[III-91]Effects of soil properties and study period on the accuracy of different settlement prediction methods based on actual measurements

*Masanori Sugawara1, Yuta Mashiko1, Yuki Kikuchi1, Hiziri Hashimoto2, Yukihiro Kohata3, Shinnichirou Kawabata4 (1. Koken Engineering Co., Ltd, 2. Civil Engineering Research Institute for Cold Region,PWRI, 3. Graduate School of Engineering, Muroran Institute of Technology, 4. Hokkaido University of Science, Faculty of Engineering)

[III-92]Confirmation of initial density and consolidation test of improved dredged soil poured into water

*Shota Takezawa1, Yukihisa Matsumoto1, Yuki Umehara1, Toshihiko Miura1, Yasuo Mitsuyoshi1, Masaki Nakano2, Toshihiro Noda2, Toshihiro Takaine3 (1. Obayashi Corporation, 2. Nagoya University, 3. GEOASIA Research Society)

[III-93]Prediction Analysis of Settlement of a Thermal Power Plant to be Constructed on Reclaimed Land in Osaka Bay (Part 1)

*Keishi Maruhashi1, Yuusuke Otsubo1, Hitoshi Tama2, Naoko Suzuki2, Kazuhiro Watanabe2 (1. The Kansai Electric Power Co., Inc., 2. OBAYASHI CORPORATION)

[III-94]Settlement tracking study of expressway embankment built on soft ground (5 years after opening to service)

*Koki Sawano1, Yudai Kawamura1, Satoshi Yamada2 (1. NEXCO-Engineering Tohoku Co., Ltd., 2. East Nippon Expressway Company Limited)

[III-95]Interpretation of the relationship of groundwater pumping and land subsidence

*Mitsuharu Fukuda1 (1. KGIE)

[III-96]A study on sampling and consolidation test methods for deep diluvial clay

*Taichi Tanakura1, Hiroki Uno1, Fumihiro Mochida2, Syu Kyono2 (1. TAISEI CORPORATION, 2. OYO CORPORATION)

[III-97]Laboratory Soil Tests with Granular Specimens of Modified Dredged Soil

*Ryo Ishihara1, Yota Ishii1, Yukihisa Matsumoto1, Yuki Umehara1, Toru Sasaki1, Shingo Fukumoto2, Masaki Nakano3, Toshihiro Nda3, Toshihiro Takaine4 (1. OBAYASHI CORPORATION, 2. Kiso-Jiban Consultants Co., Ltd., 3. Nagoya University, 4. General Corporation GEOASIA Research Society Office)

[III-98]Compressive deformation characteristics of volcanic ash soil containing crushable porous particles.

*Takayuki Yamashita1, Toshifumi Mukunoki2, Atsuhiro Hashimoto3 (1. Avance Co.,Ltd., 2. Kumamoto University Graduate School, 3. Division of Kumamoto University)