液状化対策①

Wed. Jul 22, 2020 9:00 AM - 10:30 AM Room No. 11

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[22-11-1-01] Improvement effect of chemical grouting method to reduce the settlement of detached house during ground liquefaction - Part 1: Shaking table test in centrifuge

*Keizo Kariya¹, Atsushi Yashima¹, Yoshinobu Murata¹, Yuki Hanada¹, Shotaro Higuchi¹, Kazuna Yubuki¹, Yuanfeng Sun¹, Ryosuke Uzuoka², yasutoshi Ohno³, Takayoshi Ito³, Kenji Shimosaka⁴, Mitsuhiro Akatsuka⁴ (1. Gifu University, 2. Kyoto University, 3. Taiyo Kisokogyo, 4. TODA CORPORATION)

[22-11-1-02] Improvement effect of chemical grouting method to reduce the settlement of detached house during ground liquefaction – Part 2: Simulation of centrifuge test –

*Shotaro Higuchi¹, Hiroshi Yokowa², Keizo kariya¹, Kazuna Yubuki¹, Yuki Hanada¹, Yuanfeng Sun¹, Atsushi Yashima¹, Yoshinobu Murata¹, Ryosuke Uzuoka³, Yasutoshi Ohno⁴, Takayoshi Ito⁴, Kenji Shimosaka⁵, Mitshuhiro Akatsuka⁵ (1. Gifu University, 2. Chubu University, 3. Kyoto University, 4. TAIYOKISOKOGYO, 5. TODA)

[22-11-1-03] Ecotoxicological evaluation of complex polymer grouting
material

*Shun Nakano¹, Akihiro Goto¹, Ryutaro Tsubouchi¹, Mitsuru Kato², Hisashi Goto², Shou Ohyama², Takashi Koyama², Takeshi Katsumi³ (1. TOAGOSEI CO.,LTD., 2. KONOIKE CONSTRUCTION CO.,LTD., 3. Graduate School of Global Environmental Studies, Kyoto University)

[22-11-1-04] Model experiment on ground uplift by inserting logs into silt ground

*Murata Takumi¹, Numata Atsunori¹, Miyajima Masakatsu², Hirata Jiei² (1. Tobishima Corporation, 2. Kanazawa University)

[22-11-1-05] Shaking table tests on level ground models simulating construction of sand compaction piles.

*Shinsuke Kusakabe¹, Junichi Jiseju², Kenji Harada¹ (1. Fudo Tetra Corporation, 2. The University of Tokyo)

[22-11-1-06] Dynamic centrifuge model tests of levee reinforced by deep mixing method

*Hidenori Takahashi¹ (1. Port and Airport Research Institute)

[22-11-1-07] Evaluation of the effect of seepage countermeasure on earthquake displacement suppression effect on river embankment

*Kota WAKINAKA¹, Hiroki TANAKA¹ (1. National Institute of Technology, Kumamoto College)

Session information

液状化対策①

[22-11-1-01] Improvement effect of chemical grouting method to reduce the settlement of detached house during ground liquefaction - Part 1: Shaking table test in centrifuge

[22-11-1-02] Improvement effect of chemical grouting method to reduce the settlement of detached house during ground liquefaction – Part 2: Simulation of centrifuge test –

[22-11-1-03] Ecotoxicological evaluation of complex polymer grouting
material

[22-11-1-04] Model experiment on ground uplift by inserting logs into silt ground

[22-11-1-05] Shaking table tests on level ground models simulating construction of sand compaction piles.

[22-11-1-06] Dynamic centrifuge model tests of levee reinforced by deep mixing method

[22-11-1-07] Evaluation of the effect of seepage countermeasure on earthquake displacement suppression effect on river embankment

Authentication

Session information

液状化対策①

[22-11-1-01] Improvement effect of chemical grouting method to reduce the settlement of detached house during ground liquefaction - Part 1: Shaking table test in centrifuge

[22-11-1-02] Improvement effect of chemical grouting method to reduce the settlement of detached house during ground liquefaction – Part 2: Simulation of centrifuge test –

[22-11-1-03] Ecotoxicological evaluation of complex polymer groutingmaterial

[22-11-1-04] Model experiment on ground uplift by inserting logs into silt ground

[22-11-1-05] Shaking table tests on level ground models simulating construction of sand compaction piles.

[22-11-1-06] Dynamic centrifuge model tests of levee reinforced by deep mixing method

[22-11-1-07] Evaluation of the effect of seepage countermeasure on earthquake displacement suppression effect on river embankment

Authentication

[22-11-1-03] Ecotoxicological evaluation of complex polymer grouting
material