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language
eng
Author
Kamei, Takeshi
Description
A simple procedure has been developed to estimate the undrained shear behaviour of anisotropically consolidated clay without special triaxial apparatus.The proposed testing procedure requires no special cell,and its simplicity,speed and economy are well suited to evaluate the undrained shear behaviour after Koconsolidation.The comparison of data from three methods shows no significant difference in undrained shear behaviour evaluations.Finally,the experimental results obtained by the present method are found to be reasonable in engineering practice.The type II test can be readily used by practicing engineers.Although applicable to only a particular soil type,the procedure appears to be sufficiently accurate for practical purposes.
Journal Title
島根大学地球資源環境学研究報告
Volume
14
Start Page
15
End Page
20
ISSN
13439774
Published Date
1995-12-25
NCID
AA11455176
DOI(SelfDOI)
Publisher
島根大学総合理工学部地球資源環境学教室
Publisher Aalternative
Department of Geoscience, Interdisciplinary Faculty of Science and Engineering, Shimane University
NII Type
Departmental Bulletin Paper
Format
PDF
Text Version
出版社版
OAI-PMH Set
Interdisciplinary Graduate School of Science and Engineering
Remark
12-14,16+ / 1993+
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