Dilatancy characteristics of normally consolidated cohesive soil
書誌事項
- タイトル別名
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- Dilatancy characteristics of normally consolidated cohesive soils.
説明
Coefficient of dilatancy of clays is shown to be linearly related to their plasticity index. Undrained test results on twelve soils comprising natural reconstituted clays and clay-sand mixtures form the basis of the proposed correlation. Different correlation is obtained with variation in either consolidation history and stress path during undrained shear.
収録刊行物
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- 土質工学会論文報告集
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土質工学会論文報告集 29 (1), 165-172, 1989
公益社団法人 地盤工学会
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詳細情報 詳細情報について
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- CRID
- 1390001204612038784
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- NII論文ID
- 130003915864
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- ISSN
- 03851621
- 00380806
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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
- Crossref
- CiNii Articles
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- 抄録ライセンスフラグ
- 使用不可