Undrained triaxial and plane strain behaviour of saturated remoulded clay
書誌事項
- タイトル別名
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- Undrained triaxial and plane strain behaviour of saturated remolded clay.
- Undrained Triaxial and Plane Strain Beh
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抄録
Undrained axi-symmetrical triaxial and plane strain behaviour of a saturated remolded clay was investigated by K0 consolidated compression and extension tests. Experimental results indicate that not only undrained shear strength but also effective angle of shearing resistance were greatly influenced by the stress system as well as the deformation condition during shear. Shear induced pore pressure versus octahedral shear stress increment relationships in plane strain compression and extension tests were substantially identical with those in axi-symmetrical compression and extension tests, respectively. A tentative method for evaluating the magnitude of intermediate principal stress during shear was proposed and comparison between predicted and observed stress-strain behaviour under plane strain condition was also presented.
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 20 (1), 13-28, 1980
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
- 1390001204611437184
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- NII論文ID
- 110003983306
- 130003915613
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- NII書誌ID
- AN00173174
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- NDL書誌ID
- 2174448
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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