STUDY ON DIVERSION LENGTH OF THE INCLINED CAPILLARY BARRIER USING CRUSHED SCALLOP SHELL PARTICLES
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- KOBAYASHI Kaoru
- 神戸市立工業高等専門学校 都市工学科
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- MATSUMOTO Kazunobu
- 飛島建設株式会社 技術研究所
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- MORII Toshihiro
- 新潟大学 災害/復興科学研究所
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- NAKAFUSA Satoru
- 日本原子力発電株式会社 廃止措置P推進室
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- TORII Nobuyuki
- 神戸市立工業高等専門学校 都市工学科
Bibliographic Information
- Other Title
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- ホタテ貝殻を用いた成層傾斜キャピラリーバリアの限界長に関する研究
Abstract
The authors found that an employment of crushed scallop shells in the lower layer instead of gravel greatly helps to reduce the transport of the finer particles in the upper layer into the lower layer, and to provide an effective function of capillary barriers. In this study, the diversion lengths are measured in the field experiments using crushed shells instead of gravel in the lower layer, and compared it with the diversion lengths of the inclined capillary barrier having cover soil. As the result, the authors make clearly the diversion length of the inclined capillary barrier having cover soil.
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) 70 (2), I_1092-I_1097, 2014
Japan Society of Civil Engineers
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Details 詳細情報について
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- CRID
- 1390001205354195200
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- NII Article ID
- 130004697239
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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
- KAKEN
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- Abstract License Flag
- Disallowed