新しい地盤工学のためのマルチスケール・マルチフィジックス

Wed. Jul 22, 2020 3:00 PM - 5:30 PM ZOOM 2 (Held online)

座長：中田幸男（山口大学）・森口周二（東北大学）

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[DS-4-01] Fabric Analysis for soil partilces using X-ray CT

*Shintaro Nohara¹, Toshifumi Mukunoki² (1. Central Research Institute of Electric Power Industry, 2. Kumamoto University)

[DS-4-02] Examination of slope angle independent of specimen size based on repose angle experiment simulation

*Shintaro Kajiyama¹, Yukio Nakata¹ (1. Yamaguchi University)

[DS-4-03] A study on criterion of element size in sediment flow simulation using discrete element method

*Daiki Watanabe¹, Hiroki Okuyama², Shuji Moriguchi³, Kenjiro Terada³ (1. Graduate School, Tohoku University, 2. West Nippon Expressway Company Limited, 3. Tohoku University)

[DS-4-04] Development of landslide prediction method considering effects of rainfall and earthquake

*Saneiki Fujita¹, Shuji Moriguchi¹, Kenjiro Terada¹, Kyoya Takashi¹ (1. TOHOKU University)

[DS-4-05] Rainfall Infiltration and Slope Stability: a case study in Marumori, Miyagi, Japan

*Nilo Lemuel Junio Dolojan¹, Shuji Moriguchi¹, Kenjiro Terada¹ (1. Tohoku University)

[DS-4-06] Application of suction contribution model for monodisperse granular media to micromechanics model

*Yosuke Higo¹, Yo Fukushima¹, Yu Otake³, Takashi Matsushima² (1. Kyoto University, 2. University of Tsukuba, 3. Niigata University)

[DS-4-07] Modelling suction contribution to interparticle force for monodisperse granular media

*Yo Fukushima¹, Yosuke Higo¹, Yu Otake³, Takashi Matsushima² (1. Kyoto University, 2. University of Tsukuba, 3. Niigata University)

[DS-4-08] Effect of curing period on localization behavior of cementtreated soil

*Tatsuya Kanzaki¹, Hideto Nonoyama¹, Yoshihisa Miyata¹, Daiki Takano² (1. National Defence Academy, 2. Port and Airport Research Institute )

[DS-4-09] Multi-objective optimization of tunnel section shape using FEM and NSGA-II

*Hidetaka Saomoto¹ (1. National Institute of Advanced Industrial Science and Technology)

[DS-4-10] Visualization of penetration resistance of closed end pile and its calibration by using mechanoluminescent particle

*Akihiko KONDO¹, Daiki Takano¹, Eiji Kohama¹ (1. Port and Airport Research Institute, National Institute of Maritime, Port and Aviation Technology)

[DS-4-11] Model test of bearing capacity of strip footing using transparent soil

*Hideto Nonoyama¹, Kazuma Fukumoto¹, Yoshihisa Miyata¹ (1. National Defense Academy)

[DS-4-12] Visualization of soil behavior around pile subjected to lateral cyclic loading

*Kazuma Fukumoto¹, Hideto Nonoyama¹, Yoshihisa Miyata¹ (1. NDA)

Session information