砂質土・礫質土②

Mon. Jul 12, 2021 10:45 AM - 12:15 PM 第4 (Zoom)

座長：中井健太郎（名古屋大学大学院）

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[12-4-2-01] Soil compaction control made more effective and efficient by incorporating fast measurements of soil stiffness index

*FUMIO TATSUOKA¹, Takeshi Hashimoto², Hiroki Sakamoto³ (1. Tokyo University of Science, 2. Public Works Research Institute, 3. Japan Water Agency)

[12-4-2-02] On the relationships between mean stress, deviaroric stress and volumetric-strain with particle crushing

*HARUYUKI YAMAMOTO¹ (1. Hiroshima University(Former))

[12-4-2-03] Geomaterial constitutive model focusing on strain hardening in deviatoric stress space

*TAKATOSHI KIRIYAMA¹, Kiyoshi FUKUTAKE¹, Youhao ZHOU¹, Hiroyuki HOTTA¹ (1. Shimizu Corporation, Institute of Technology)

[12-4-2-04] Visualization of deformation characteristics of ultra-loose saturated sand under undrain triaxial compression test using X-ray micro CT

*YUYA OHTANI¹, RYUNOSUKE KIDO¹, YOSUKE HIGO¹ (1. Kyoto University Graduate School)

[12-4-2-05] Simulation analysis of box shear test under low confining pressure using distinct element method and visualization of strain

*KOTA OTAKE¹, Hirokazu Akagi¹, Takatoshi Kiriyama² (1. Waseda University, 2. Simizu Corporation)

[12-4-2-06] Experimental Study of bentonite filtration by quartz sand for gap filling material in disposal of high-level radioactive waste

*NANAKO SAITO¹, Daichi Ito¹, Hideo Komine¹, Shigeru Goto¹, Hailong Wang¹, Takashi Sekiguchi², Shinya Kitahara² (1. Waseda University, 2. Toda Corporation)

[12-4-2-07] Abrasive wear on Shirasu soil particle by cyclic shearing test

*KIYOHARA YUKOH¹, Suzuka Osanai² (1. National Institute of Technology, Hachinohe College, 2. Tokyo Electric Power Co.,Inc.)

[12-4-2-08] The Effect of Microscopic Structure on Suction of Sandy Soil

*DAICHI YOKOYAMA¹, REIKO KUWANO², MASAHIDE OTSUBO² (1. The University of Tokyo, 2. The University of Tokyo, Institute of Industrial Science)

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