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Title Transcription
ドシツ テイスウ ノ チガイ ガ セイキ アツミツ ネンセイド ノ ブンキ カイセキ ケッカ ニ オヨボス エイキョウ
Title Alternative (English)
Influences of Soil Parameters on Bifurcation Analysis of Normally Consolidated Cohesive Soil under Plane Strain Undrained Compression Loading
File
language
jpn
Author
Kamei, Takeshi
Description
This paper describes the influences of soil parameters on bifurcation analysis,using a non-coaxial Camclay model of normally consolidated cohesive soils during undrained shear under plane strain condition. The soil parameters are estmated from plasticity index. The soils exhibited a wide range in plasticity index,from lO−50.
The results indicate that bifurcation behavior using a soil with lower plasticity index occurs at a larger stress ratio and a smaller strain compared to soils with higher plasticity index. It is possible to predict the pattern of slip surfaces from the distribution of maximum shear strain derived from the results of bifurcation analysis.
Journal Title
島根大学総合理工学部紀要. シリーズA
Volume
34
Start Page
13
End Page
28
ISSN
13427113
Published Date
2000-12-24
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
Format
PDF
Text Version
出版社版
Gyoseki ID
e18694
OAI-PMH Set
Interdisciplinary Graduate School of Science and Engineering
Remark
30-41+ / 1997-2007
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