液状化③

Tue. Jul 23, 2024 4:30 PM - 6:00 PM Room 12 (Asahikawa Toyo Hotel Hisui)

座長:朝妻涼((株)不動テトラ)

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[23-12-5-01] Effect of retaining wall on mitigating residential damage in embankment construction site prone to liguefaction

*SEITA HACHIYA¹ (1. Mie Construction Technology Center)

[23-12-5-02] Initial shear modulus of gravel-silt containing sands

*Feiyun Shi¹, Yoshimichi Tsukamoto¹, Taiichi Ishimaru¹ (1. Tokyo University of Science)

[23-12-5-03] Shaking table tests on level ground models simulating
construction of sand compaction piles.
Influence of sand pile material on improvement effect Part 3.

*YUTO KIMURA¹, Kenji Watanabe¹, Ryo Asatsuma², Hiroshi Yabe² (1. University of Tokyo, 2. Fudo Tetra Corporation)

[23-12-5-04] Centrifuge model experiments on measures for uplifting of a buried pipe in liquefiable ground

*Hajime Matsumoto¹ (1. Kansai University)

[23-12-5-05] A Field Trial to Examine Effects of Remedial Measures against Soil Liquefaction

*HIROSHI ARAI¹, NAOYA KUZE², YUJI TAYA³, HISATOSHI KASHIWA⁴ (1. Building Research Institute, 2. Center for Better Living, 3. Takenaka Research & Development Institute, 4. Osaka University)

[23-12-5-06] Study on the Spacing between Lattice-Shaped Ground Improvement Walls and Piles Using Shaking Table Test

*YUKI DOMYO¹, MASAHIRO ISHIKAWA¹, YUJI HIRAYAMA¹, KENJI WATANABE², AKIO SHIMIZU², MASATOSHI IIJIMA³, SHINGO MIHIRA³ (1. Tenox Corporation, 2. The University of TOKYO, 3. Integrated Geotechnology Institute Limited)

[23-12-5-07] The Dynamic Interaction between Pile Foundation and Lattice-Shaped Ground Improvement on Liquefiable Ground

*AKIO SHIMIZU¹, KENJI WATANABE¹, YUKI DOMYO², MASAHIRO ISHIKAWA², YUJI HIRAYAMA², MASATOSHI IIJIMA³, SHINGO MIHIRA³ (1. The University of Tokyo, 2. Tenox Corporation, 3. Integrated Geotechnology Institute Limited)

Session information

液状化③

[23-12-5-01] Effect of retaining wall on mitigating residential damage in embankment construction site prone to liguefaction

[23-12-5-02] Initial shear modulus of gravel-silt containing sands

[23-12-5-03] Shaking table tests on level ground models simulating
construction of sand compaction piles.
Influence of sand pile material on improvement effect Part 3.

[23-12-5-04] Centrifuge model experiments on measures for uplifting of a buried pipe in liquefiable ground

[23-12-5-05] A Field Trial to Examine Effects of Remedial Measures against Soil Liquefaction

[23-12-5-06] Study on the Spacing between Lattice-Shaped Ground Improvement Walls and Piles Using Shaking Table Test

[23-12-5-07] The Dynamic Interaction between Pile Foundation and Lattice-Shaped Ground Improvement on Liquefiable Ground

Authentication

Session information

液状化③

[23-12-5-01] Effect of retaining wall on mitigating residential damage in embankment construction site prone to liguefaction

[23-12-5-02] Initial shear modulus of gravel-silt containing sands

[23-12-5-03] Shaking table tests on level ground models simulatingconstruction of sand compaction piles.Influence of sand pile material on improvement effect Part 3.

[23-12-5-04] Centrifuge model experiments on measures for uplifting of a buried pipe in liquefiable ground

[23-12-5-05] A Field Trial to Examine Effects of Remedial Measures against Soil Liquefaction

[23-12-5-06] Study on the Spacing between Lattice-Shaped Ground Improvement Walls and Piles Using Shaking Table Test

[23-12-5-07] The Dynamic Interaction between Pile Foundation and Lattice-Shaped Ground Improvement on Liquefiable Ground

Authentication

[23-12-5-03] Shaking table tests on level ground models simulating
construction of sand compaction piles.
Influence of sand pile material on improvement effect Part 3.