STRENGTH AND DEFORMATION CHARACTERISTICS OF IMPROVED RUBBLE MOUND WITH PLASTIC GROUT FILLED VOID
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- WADA Masato
- 東洋建設(株) 土木技術部
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- GOUDA Kazuya
- 東洋建設(株) 土木技術部
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- OGASAWARA Tetsuya
- 五洋建設(株) 技術研究所
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- SAEGUSA Hiroyuki
- 東亜建設工業(株) 技術研究開発センター
Bibliographic Information
- Other Title
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- 礫材の空隙に可塑状グラウトを充填した改良体の強度変形特性
Abstract
<p> Recently, demand for deepening of existing quay has been increasing. A new method by grouting was developed which enables deepening of existing gravity-type quay wall without realignment by consolidating part of rubble mound. It is necessary for actual execution to interpret appropriate strength properties determined by site conditions when setting or implementing a design strength of improved clods, and determination of the quality of improved clods as well. Then several strength tests were conducted and confirmed its adaptability. In addition durability against repeated load by tidal fluctuation and earthquake was verified.</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_851-I_856, 2019
Japan Society of Civil Engineers
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Keywords
Details 詳細情報について
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- CRID
- 1390564227319725568
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- NII Article ID
- 130007725023
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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