2005年
Performance of H-jointed steel pipe sheet piles with H-H joint in vertical hydraulic cutoff walls
Proceedings of the 16th International Conference on Soil Mechanics and Geotechnical Engineering, Vols 1-5
- ,
- ,
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- 巻
- 4
- 号
- 開始ページ
- 2269
- 終了ページ
- 2272
- 記述言語
- 英語
- 掲載種別
- 出版者・発行元
- MILLPRESS SCIENCE PUBLISHERS
This paper shows potentials of developed H-jointed SPSP and proposed H-H joint for application as a vertical hydraulic cutoff wall in coastal landfills. Their construction accuracy, resistance characteristic under lateral load, joint performance, and hydraulic conductivity are assessed through experiments. H-jointed SPSP can control the accuracy of construction and exhibits higher lateral bearing capacity than SPSP with traditional joint connections. H-H joint demonstrates larger tension resistance than traditional joint. Hydraulic conductivity of 10(-8) cm/s is proposed for use in design of H-H joint. The H-jointed SPSP with H-H joint is recommended as a hydraulic cutoff wall in coastal landfills.
- リンク情報
- ID情報
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- Web of Science ID : WOS:000246615103077