| File | |
| language |
eng
|
| Author |
Kamei, Takeshi
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| 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．
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| Journal Title |
島根大学地球資源環境学研究報告
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| 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
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| Publisher Aalternative | Department of Geoscience, Interdisciplinary Faculty of Science and Engineering, Shimane University
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| NII Type |
Departmental Bulletin Paper
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| 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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| 他の一覧 |
