| タイトルヨミ | フ レンゾク メン オ モツ シメカタメド ノ センダン トクセイ
|
| 日本語以外のタイトル | Shearing Properties of Compacted Soils with Discontinuous Plane
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| ファイル | |
| 言語 |
日本語
|
| 著者 |
鳥山 晄司
|
| 内容記述（抄録等） | For the model of soil layers with weak pane or zone, the triaxial tests were performed with the specimen which had a discontinuous plane by cutting.
From these experiments, the following results are obtained. （1）For sandy soil, the cohesion c' must be zero in case which the discontinuous plane overlaps one another with shearing plane(sliding plane). But even in this case, internal angle of friction φ' can be used the value of standard test results. （2） In case of cohesive soil, the discontinuous plane is adhered easily by consol idation. So, the influence of the discontinuous plane is only recognized on the secant modulus E_<50>. （3） The influence of the discontinuous plane grows great as the consolidation pressure is lower. |
| 掲載誌名 |
島根大学農学部研究報告
|
| 巻 | 21
|
| 開始ページ | 88
|
| 終了ページ | 95
|
| ISSN | 0370940X
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| 発行日 | 1987-12-21
|
| NCID | AN00108015
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| 出版者 | 島根大学農学部
|
| 出版者別表記 | Shimane University, Faculty of Agriculture
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| 資料タイプ |
紀要論文
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| 部局 |
生物資源科学部
|
| 他の一覧 |
