PLANING, DESIGN AND CONSTRUCTION OF A GEOSYNTHETIC RETAINING WALL WITH HIGH EMBANKMENT
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- NISHIOKA Takahisa
- 協和設計株式会社 本社設計部 部長(〒567-0877 大阪府茨木市丑寅2-1-34)
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- SHIBUYA Satoru
- 神戸大学大学院工学研究科 市民工学専攻 教授(〒657-8501 神戸市灘区六甲台町1-1)
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- NISHIGUCHI Yoshitaka
- 国土交通省 近畿地方整備局 福井河川国道事務所(〒918-8015福井市花堂南2-14-7)
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- HUR Jinsuk
- 協和設計株式会社 本社設計部 課長(〒567-0877 大阪府茨木市丑寅2-1-34)
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- ITOU Shuuji
- 前田工繊株式会社 補強土排水推進部 部長(〒919-0422 福井県坂井郡春江町沖布目38-3)
Bibliographic Information
- Other Title
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- 高盛土補強土壁の計画・設計・施工
- コウモリド ホキョウ ドヘキ ノ ケイカク セッケイ セコウ
- コウモリツチ ホキョウ ドヘキ ノ ケイカク ・ セッケイ ・ セコウ
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Abstract
In this paper, case study is in detail described, regarding a geosynthetic reinforced wall (GRW) with high embankment behind was constructed over a deep valley. The descriptions deal with a flow of planning, site investigation, design and the construction of the GRW, together with engineering countermeasures in cope with the 20m high, which is beyond the scope of the current design and construction manual for the GRW. The details of geotechnical surveys, soil properties by laboratory tests, design of the GRW as well as the embankment, the observational construction with the FE analysis are well documented. Some useful countermeasures are proposed when the construction of GRW is obliged to conflict the current design/construction manual for GRW.
Journal
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- Geosynthetics Engineering Journal
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Geosynthetics Engineering Journal 32 (0), 133-, 2017
Japan Chapter of International Geosynthetics Society
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Details 詳細情報について
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- CRID
- 1390564238061872512
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- NII Article ID
- 120006629270
- 130007556142
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- ISSN
- 1883146X
- 13446193
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- HANDLE
- 20.500.14094/90005945
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- NDL BIB ID
- 028757167
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- Text Lang
- ja
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- Data Source
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- JaLC
- IRDB
- NDL
- Crossref
- CiNii Articles
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- Abstract License Flag
- Disallowed