地盤補強②

Thu. Jul 23, 2020 3:10 PM - 4:40 PM Room No. 9

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[23-9-4-01] Effects of Backfill Condition on Wall Displacement Considering Groundwater Level of Geogrid Reinforced Soil Wall

*Ryo Hashimoto¹, Kunio Minegishi¹, Kouichi Yamanaka¹, Tetsuya Kubo² (1. Nihon University, 2. Maeda Kosen Co)

[23-9-4-02] Deformation modes of geogrid/soil nailed wall under earthquake loading

*Albano Acacio Ajuda¹, Jiro Kuwano¹ (1. Saitama University)

[23-9-4-03] Effect of width and shape of reinforcement body by wrapped geogrid on property of bearing capacity

*Yukihiro Kohata¹ (1. Muroran Institute of Technology)

[23-9-4-04] Laboratry Model Test on Reinforcement of Base Course Using Geocells

*Masaharu Tatebayashi¹, Michiyuki Harata², Sakura Kawamata², Yohei Aratame², Takayuki Kawaguchi¹, Dai Nakamura¹, Syunzo Kawajiri¹ (1. Kitami Institue of Technorogy, 2. Tokyo Printing Ink MFG Corporation)

[23-9-4-05] Consideration about theory of reinforced soil wall

*nishimoto toshiharu¹ (1. Maedacousen Co Ltd)

[23-9-4-06] Numerical simulation for pull-out behavior of roots based on Mohr-Coulomb-Vilar model

*Haruka Tomobe¹, Kazunori Fujisawa¹, Akira Murakami¹ (1. Graduate school of agriculture, Kyoto University)

[23-9-4-07] Model experiments by the lattice-frame-reinforced sheet to reduce the settlement of an embankment

*Takakzu Hiramoto¹, Naoyuki Kurisu, Hirotoshi Mori¹, Akihiko Okamura (1. Yamaguchi University)

[23-9-4-08] Validation of grouting material with pressure dehydration resistance ability using full scale embankment

*Yukito Ishigaki¹, Kazuki Yokoyama¹, Daisuke Kubozuka¹, Noboru Mikami¹, Tomoyasu Sugiyama² (1. NITTOC CONSTRUCTION, 2. KYOTO University)

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