Kinking Deformation of PVD under Consolidation Settlement of Surrounding Clay (IS-YOKOHAMA 2000「沿岸域の地盤工学における理論と実際」特集号〔英文〕)
スポンサーリンク
概要
- 論文の詳細を見る
Kinking deformation by buckling of a PVD (Prefabricated Vertical Drain) due to consolidation settlement of the clay layer around it is discussed in this paper. A new testing device is manufactured for the purpose, and the deformation properties of two-kinds of PVD during consolidation of the surrounding clay are compared. It is concluded that a fibredrain made only of natural fibres can sustain the vertical permeability during a settlement strain up to 24%, while a PVD made of plastic loses its permeability before 19% strain. The field performance of both materials is also referred to.
- 社団法人地盤工学会の論文
- 2001-10-15
著者
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網干 壽夫
Professor Institute And Fukken Co. Ltd. Hiroshima Japan.
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周藤 宜二
Fukken Co., Ltd., Hiroshima, Japan. Manuscript was received for review on August 2, 2000. Written di
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井上 年行
Fukken Co., Ltd., Hiroshima, Japan. Manuscript was received for review on August 2, 2000. Written di
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清水 豊
Fukken Co., Ltd., Hiroshima, Japan. Manuscript was received for review on August 2, 2000. Written di
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周藤 宜二
Fukken Co. Ltd. Hiroshima Japan. Manuscript Was Received For Review On August 2 2000. Written Discus
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清水 豊
Fukken Co. Ltd. Hiroshima Japan. Manuscript Was Received For Review On August 2 2000. Written Discus
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井上 年行
Fukken Co. Ltd. Hiroshima Japan. Manuscript Was Received For Review On August 2 2000. Written Discus
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