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Title Transcription
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
Title Alternative (English)
Evaluation of the Maximum Excess Pore Pressure of Normally Consolidated Cohesive Soils during Undrained Shear
File
language
eng
Author
Kamei, Takeshi
Description
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.
Journal Title
島根大学総合理工学部紀要. シリーズA
Volume
30
Start Page
55
End Page
61
ISSN
13427113
Published Date
1997-03-25
NCID
AA11157087
Publisher
島根大学総合理工学部
Publisher Aalternative
Interdisciplinary Faculty of Science and Engineering, Shimane University
NII Type
Departmental Bulletin Paper
OAI-PMH Set
Interdisciplinary Graduate School of Science and Engineering
Remark
30-41+ / 1997-2007
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