地質・堆積地盤

Tue. Jul 13, 2021 9:00 AM - 10:30 AM 第2 (Zoom)

座長：岩井裕正（名古屋工業大学）

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[13-2-1-01] The Development of the Elasto-Plastic Finite Element Analysis based on Balance Cross Section used to Geotechnical Analysis “Part4”

*SEZAKI SHOTARO¹, Kazuki Eguchi², Akihiko Wakai², Hideki Kosaka¹, Hideki Inagaki¹ (1. Kankyo Chishitsu Co., Ltd, 2. Gunma University)

[13-2-1-02] Finite element simulation of topographical deformation given by the balance cross section concept (Part2)

*KAZUKI EGUCHI¹, Shotaro Sezaki², Akihiko Wakai¹, Hideki Kosaka², Hideki Inagaki² (1. Gunma University, 2. Kankyo Chishitu Co., Ltd)

[13-2-1-03] Evaluation on volumetric swelling property of ground for important infrastructure

*Kai Fujinawa¹, Daichi Ito¹, Hideo Komine¹, Shigeru Goto¹, Hailong Wang¹, Hirofumi Kudo² (1. Waseda University, 2. Electric Power Development Company)

[13-2-1-04] Study on the Mechanical Properties of the Landslide-Prone Soil in Dozo-zawa River by Triaxial Compression Test

*Hiroyuki Hashimoto¹, Yoshihiro Nishio¹, Isaya Inafuku¹, Itsuki Sato¹, Reiko Kuwano¹ (1. The University of Tokyo)

[13-2-1-05] Field survey of the landslide in Mt. Higashi-Kurikoma Dozo-zawa River

*Reiji Hirano¹, Takeshi Shoji¹, Itsuki Sato¹, Reiko Kuwano¹ (1. IIS, the Univ of Tokyo.)

[13-2-1-06] Numerical simulation of imbricate thrust formation based on elasto-plastic computational geomechanics

*Kazuya Onishi¹, Toshihiro Noda¹, Tomohiro Toyoda¹, Akira Asaoka² (1. Nagoya University, 2. Association for the Development of Earthquake Prediction)

[13-2-1-07] Soil-water coupled elasto-plastic analysis of décollement in horizontally compressed ground

*TOMOHIRO TOYODA¹, Toshihiro Noda¹, Kazuya Onishi¹, Akira Asaoka² (1. Nagoya University, 2. Association for the Development of Earthquake Prediction)

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