地盤耐震①

Mon. Jul 12, 2021 2:45 PM - 4:15 PM 第9 (Zoom)

座長：忠野祐介（大成建設）

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[12-9-4-01] Experimental verification of equivalent improvement rate of a new CPG method - experimental outline -

*Kanji Takenouchi¹, Shinji Sassa², Aishi Hirukawa³, Keita Takada⁴, Hidenori Saito⁵, Tadashi Takahashi⁶ (1. SANSHIN CORPORATION, 2. Port and Airport Research Institute, 3. Mirai Construction Co., Ltd, 4. FUKKENCO.,LTD., 5. Toko Geotech Corporation, 6. ATON Civil Engineering & Technology, Inc.)

[12-9-4-02] Experimental verification of equivalent improvement rate of a new CPG method – Relative density and K₀ value -

*HIROSHI OKADA¹, Shinji Sassa², Masaki Adachi³, Naruki Kida⁴, Tetsuya Iwaki⁵, Chikai Kaneko⁶ (1. Toko Geotech Corporation, 2. Port and Airport Research Institute, 3. Mirai Construction Co., Ltd, 4. SANSHIN CORPORATION, 5. FUKKENCO.,LTD., 6. ATON Civil Engineering & Technology, Inc.)

[12-9-4-03] Experimental verification of equivalent improvement rate of a new CPG method – liquefaction resistance -

*Naruki Kida¹, Shinji Sassa², Aishi Hirukawa³, Keita Takada⁴, Hidenori Saito⁵, Tadashi Takahashi⁶ (1. Sanshin Corporation, 2. Port and Airport Research Institute, 3. Mirai Construction　CO., LTD., 4. FUKKEN CO., LTD., 5. Toko Geotech Corporation, 6. ATON Civil Engineering&Technology,Inc.)

[12-9-4-04] FEM analyses on behavior of SCP improved ground with various installation angle

*SHOUTA FUJIMOTO¹, Masaki Kitazume¹, Akihiro Takahashi¹, Jun Ohbayashi², Kenji Harada² (1. Tokyo Tech, 2. Fudo Tetra Corporation)

[12-9-4-05] Applicability of sand compaction pile method using clinker ash

Tatsunori TANAKASHI¹, *TANAKA JYUNYA², Mitsunori ADACHI³, Yuki AKIYAMA³ (1. Sumitomo Mitsui Construction Co., Ltd., 2. Fudo Tetra Co., Ltd., 3. The Chugoku Electric Power Company, Inc.)

[12-9-4-06] Study on liquefaction countermeasure construction method using sandbags on the fishing port quay

*GENKI HASHIMURA¹, Kojiro OKABAYASHI¹ (1. National Institute of Technology, Kochi College)

[12-9-4-07] Sutudy on liquifaction measures of residential Land with glass sand

*KOJIRO OKABAYASHI¹, Fuyuki Kawatake¹ (1. National Institute of Technology, Kochi College)

[12-9-4-08] Suppression effect of excess pore water pressure and ground displacement by floating grid type improvement with drainage improved body

*HIBIKI HANADA¹, Yukihiro Morikawa¹, Kazuki Nakatani¹, Kenichi Maeda Maeda¹, Tomonori Sato Sato¹ (1. Nagoya Institute of Technology)

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