高塑性な正規圧密粘性土の分岐解析

島根大学地球資源環境学研究報告 Volume 19 Page 127-133 published_at 2000-12-25
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Title
高塑性な正規圧密粘性土の分岐解析
Title
Bifurcation analysis of normally consolidated cohesive soils with high plasticity index
Title Transcription
コウソセイ ナ セイキ アツミツ ネンセイド ノ ブンキ カイセキ
Creator
Higashihara Satoko
Source Title
島根大学地球資源環境学研究報告
Volume 19
Start Page 127
End Page 133
Journal Identifire
ISSN 13439774
Descriptions
Bifurcation behavior of soils with higher plasticity index occurs at smaller stress ratios compared to soils with lower plasticity index:it is,therefore,important to cany out bifurcation analysis on normally consolidated cohesive soils with high plasticity index(PI=100).We studied bifurcation analysis using a non-coaxial Cam-clay model of normally consolidated cohesive soils during undrained shear under plane strain condition.
The results show that the bifurcation stress ratio of the antisymmetric first deformation mode decreases with increasing plasticity index.However,bifurcation stress ratios of other deformlation modes do not vary with plasticity index.In the case of soils with high plasticity index,maximum shear strain is clearly localized.
Language
jpn
Resource Type departmental bulletin paper
Publisher
島根大学総合理工学部地球資源環境学教室
Department of Geoscience, Interdisciplinary Faculty of Science and Engineering, Shimane University
Date of Issued 2000-12-25
Publish Type Version of Record
Access Rights open access
Relation
[NCID] AA11455176
Remark 12-14,16+ / 1993+