締固めた凝灰岩の透水性
書誌事項
- タイトル別名
-
- シメカタメタ ギョウカイガン ノ トウスイセイ
この論文をさがす
抄録
The permeability tests were performed on compacted tuff using triaxial cells and the effects of consolidation pressure σ'_<3c> and back pressure u_b for coefficient of permeability k were experimented. From these tests,the following results are obtained that k of 47% specimen is decreased with increment of σ'_<3c> , but k of 34% specimen is increased with increment of σ'_<3c> , and k of 19% specmen is decreased with increment of u_b from 0 to 1.0kgf/㎝^2 on condition of σ'_<3c> = 1.0kgf/cm^2. Moreover, the relation between k and compacted moisture content or void ratio is different from that of normal sand or cohesive soil. It is considered that these results are come from the migration of soil particies in soil.
収録刊行物
-
- 島根大学農学部研究報告
-
島根大学農学部研究報告 (25), 107-112, 1991-12
島根大学農学部
- Tweet
詳細情報 詳細情報について
-
- CRID
- 1050564288579628160
-
- NII論文ID
- 110000993332
-
- NII書誌ID
- AN00108015
-
- ISSN
- 0370940X
-
- NDL書誌ID
- 3800194
-
- 本文言語コード
- ja
-
- 資料種別
- journal article
-
- データソース種別
-
- IRDB
- NDL
- CiNii Articles