SEISMIC EVALUATION MODEL TEST OF COUPLED PILES WITH ITS INTERMEDIATE SOIL IMPROVEMENT METHOD IN SHEET PILE QUAY WALLS
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- NATSUSAKA Ryota
- 東亜建設工業(株)技術研究開発センター
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- KOHAMA Eiji
- 海上・港湾・航空技術研究所 港湾空港技術研究所
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- ITO Hirotaka
- 海上・港湾・航空技術研究所 港湾空港技術研究所
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- MATSUMURA Satoshi
- 海上・港湾・航空技術研究所 港湾空港技術研究所
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- MIZUTANI Takaaki
- 海上・港湾・航空技術研究所 港湾空港技術研究所
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- MORIKAWA Yoshiyuki
- 海上・港湾・航空技術研究所 港湾空港技術研究所
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- FUJITA Junitsu
- 東北地方整備局 仙台港湾空港技術調査事務所
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- SHITAYA Katsunori
- 東北地方整備局 仙台港湾空港技術調査事務所
Bibliographic Information
- Other Title
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- 矢板式岸壁控え組杭における杭間固化改良工法の耐震性評価実験
Description
<p> Intermediate soil improvement method of coupled piles is to construct cement consolidation improvement on the ground around the piles, and is a new method devised with an expectation of increasing lateral resistance of coupled piles. The purpose of this study is to confirm the effect by large-scale model test toward the implementation of the improvement method. Therefore, the cross section assuming the actual structure was reproduced on 1/30 scale, and the dynamic model test was conducted with a underwater shaking table. The experimental results show that the improvement method reduces horizontal displacement of coupled piles even when the surrounding ground moves to the sea side with the sheet pile, and show that the effect is expected even in actual structures.</p>
Journal
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- Journal of Japan Society of Civil Engineers, Ser. B3 (Ocean Engineering)
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Journal of Japan Society of Civil Engineers, Ser. B3 (Ocean Engineering) 75 (2), I_569-I_574, 2019
Japan Society of Civil Engineers
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Details 詳細情報について
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- CRID
- 1390564227319836288
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- NII Article ID
- 130007724989
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- ISSN
- 21854688
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- Text Lang
- ja
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- Data Source
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- JaLC
- Crossref
- CiNii Articles
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- Abstract License Flag
- Disallowed