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- GASALUCK Watcharin
- Faculty of Bioresources, Mie University
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- ATO Masaki
- Faculty of Bioresources, Mie University
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- OHNO Ken
- Faculty of Bioresources, Mie University
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- KONDO Takeshi
- Faculty of Bioresources, Mie University
書誌事項
- タイトル別名
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- On the Non-Linearity and Anisotropy of
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抄録
10 soil samples included coarse sand, fine sand, sandy silt, and silty clay wererecompacted in cylindrical and cubic molds for 1 and 2-directions falling-head permeability testrespectively. The results represent that even though unsaturated condition in compacted soilscaused the seepage flow to be non-linear, Darcy's law could be applied approximately. Deviationfrom Darcy's law becomes enormous only if hydraulic gradient is less than 1. Ratio of horizontaldischarge flux to vertical discharge flux is roughly constant when hydraulic gradient is greater than1. The smaller the hydraulic gradient is, the more the ratio varies. Method of compaction hardlyaffected flow behavior in coarse sand. According to 2-directions test results, anisotropy affectedthe soils which is finer than coarse sand.
収録刊行物
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- 農業土木学会論文集
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農業土木学会論文集 1995 (180), 693-702,a1, 1995
社団法人 農業農村工学会
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詳細情報 詳細情報について
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- CRID
- 1390282679520315392
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- NII論文ID
- 130004118732
- 10016222254
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- NII書誌ID
- AN00201203
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- ISSN
- 18847234
- 03872335
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- NDL書誌ID
- 3918782
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- 本文言語コード
- en
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- データソース種別
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- JaLC
- NDL
- CiNii Articles
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- 抄録ライセンスフラグ
- 使用不可