液状化対策③

Wed. Jul 22, 2020 1:20 PM - 2:50 PM Room No. 11

+Add all to schedule

[22-11-3-01] Improved effect of a new CPG involving expansion of the mortar improved body - experimental outline -

*Kanji Takenouchi¹, Shinji Sassa², Masaki Adachi³, Hidenori Saitou⁴ (1. SANSHIN CORPORATION, 2. Port and Airport Research Institute, 3. Mirai Construction Co., Ltd, 4. Toko Geotech Corporation)

[22-11-3-02] Improved effect of a new CPG involving expansion of the mortar improved body - the earth pressure and the K₀ value -

*hiroshi okada¹, Shinji SASSA², HIRUKAWA Aishi³, Keita TAKADA⁴, Tadashi TAKAHASHI⁵ (1. Toko Geotech Corporation, 2. Port and Airport Research Institute, 3. Mirai Construction　CO., LTD., 4. FUKKEN CO., LTD., 5. ATON Civil Engineering&Technology,Inc.)

[22-11-3-03] Improved effect of a new CPG involving expansion of the mortar improved body - liquefaction resistance -

*Tetsuya Iwaki¹, Shinji Sassa², Shingo Kon³, Kanji Takenouchi⁴, Chikai Kaneko⁵ (1. FUKKEN CO., LTD., 2. Port and Airport Research Institute, 3. Mirai Construction CO., LTD., 4. Sanshin Corporation, 5. ATON Civil Engineering & Technology, Inc.)

[22-11-3-04] Shaking table test on liquefaction countermeasure method for existing small-scale building

*Daiki Okukura¹, Keisuke Ishikawa², Susumu Yasuda², Fukaya Toshifumi³ (1. Graduate School of Tokyo Denki University, 2. Tokyo Denki University, 3. HyAS & Co. Inc)

[22-11-3-05] Effects of lattice-shaped ground improvement wall on liquefaction and pile foundation

*MASAHIRO ISHIKAWA¹, ATSUSHI MURAYAMA¹, KENJI WATANABE², WANG TENGFEI², MASATOSHI IIJIMA³, SHINGO MIHIRA³ (1. TENOX CORPORATION, 2. THE UNIVERSITY OF TOKYO, 3. INTEGRATED GEOTECHNOLOGY INSTITUTE LIMITED)

[22-11-3-06] Tilting Damage Suppression Effects of Existing small structure using floating grid-type improvement

*Kazuki Nakatani¹, Kaname Takagi¹, Yukihiro Morikawa¹, Kenichi Maeda¹, Tomonori Satou¹ (1. Nagoya Institute of Technology)

Session information

液状化対策③

[22-11-3-01] Improved effect of a new CPG involving expansion of the mortar improved body - experimental outline -

[22-11-3-02] Improved effect of a new CPG involving expansion of the mortar improved body - the earth pressure and the K₀ value -

[22-11-3-03] Improved effect of a new CPG involving expansion of the mortar improved body - liquefaction resistance -

[22-11-3-04] Shaking table test on liquefaction countermeasure method for existing small-scale building

[22-11-3-05] Effects of lattice-shaped ground improvement wall on liquefaction and pile foundation

[22-11-3-06] Tilting Damage Suppression Effects of Existing small structure using floating grid-type improvement

Authentication

Session information

液状化対策③

[22-11-3-01] Improved effect of a new CPG involving expansion of the mortar improved body - experimental outline -

[22-11-3-02] Improved effect of a new CPG involving expansion of the mortar improved body - the earth pressure and the K0 value -

[22-11-3-03] Improved effect of a new CPG involving expansion of the mortar improved body - liquefaction resistance -

[22-11-3-04] Shaking table test on liquefaction countermeasure method for existing small-scale building

[22-11-3-05] Effects of lattice-shaped ground improvement wall on liquefaction and pile foundation

[22-11-3-06] Tilting Damage Suppression Effects of Existing small structure using floating grid-type improvement

Authentication

[22-11-3-02] Improved effect of a new CPG involving expansion of the mortar improved body - the earth pressure and the K₀ value -