書誌事項
- タイトル別名
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- Evaluation of the Maximum Excess Pore P
- Evaluation of the Maximum Excess Pore Pressure of Normally Consolidated Cohesive Soils during Undrained Shear
- セイキ アツミツ ネンセイド ノ ヒハイスイ センダンジ ニオケル サイダイ カジョウ カンゲキ スイアツ ノ ヒョウカ
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説明
This paper descibes a simple method for evaluating the maximum excess pore pressure of normally consolidated cohesive soils during undrained shear in triaxial tests. Isotropically consolidated undrained triaxial compression (ClUC), K_0-consolidated undrained triaxial compression (CK_0UC), isotropically consolidated undrained triaxial extension (CIUE), and K_0-consolidated undrained triaxial extension (CK_0UE) tests were carried out on twelve soils to explore the interrelationships between maximum excess pore pressure obtained from these test types and plasticity index. Different correlation is obtained with variation in either consolidatron history (isotropic or K_0-consolidation) and shear under a given stress path (compression or extension loadings). Consistency of data from Kawasaki clay- mixture series and natural clays suggests that the maximum excess pore pressure of natural clays during undrained shear can be extrapolated from results obtained on Kawasaki clay-mixture series only.
収録刊行物
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- 島根大学総合理工学部紀要. シリーズA
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島根大学総合理工学部紀要. シリーズA 30 55-61, 1997-03-25
島根大学総合理工学部
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詳細情報 詳細情報について
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- CRID
- 1050845763414124544
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- NII論文ID
- 110006939719
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- NII書誌ID
- AA11157087
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- ISSN
- 13427113
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- NDL書誌ID
- 4332245
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- 本文言語コード
- en
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- 資料種別
- departmental bulletin paper
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- データソース種別
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- IRDB
- NDL
- CiNii Articles