The influence of stress history on clay
書誌事項
- タイトル別名
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- The influence of stress history and stress system on the stress-strain-strength properties of saturated clay.
- Influence of Stress History and Stress
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抄録
Undrained triaxial compression and extension stress-strain behaviour of a saturated remolded clay consolidated under K0 and isotropic stress conditions was investigated. Test results indicate that octahedral stress ratio-strain relationship and effective stress path in octahedral stress space were affected by the stress system during shear as well as the stress condition during consolidation. Moreover, it was also found that not only undrained shear strength but also effective angle of shearing resistance were influenced by the two factors mentioned above. Octahedral stress ratio versus dilatancy curve was approximately represented by a set of two straight lines.Based on the test results, the authors proposed a new method of predicting undrained stress-strain behaviour of K0 consolidated clay by using the data obtained from isotropically consolidated undrained tests.
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 19 (2), 45-61, 1979
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
- 1390282679586665216
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- NII論文ID
- 110003983192
- 130003750851
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- NII書誌ID
- AN00173174
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- NDL書誌ID
- 2055202
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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
- NDL
- Crossref
- NDL-Digital
- CiNii Articles
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- 抄録ライセンスフラグ
- 使用不可