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A comparative study between the NGI direct simple shear apparatus and the Mikasa direct shear apparatus
Date Issued
2007-02
Date Available
2011-10-20T13:23:58Z
Abstract
A comparative study of the NGI Direct Simple Shear Test (DSST) and the Mikasa Direct Shear Test (DST) is reported. Samples from Norwegian Drammen clay and Japanese Ariake clay were subjected to both types of test. An evaluation of these test results and a theoretical consideration on the different shearing mechanisms has shown that although the DST give generally higher stiffness and strength than the DSST, these differences can mainly be accounted for by the different shearing mechanisms and shearing rates. Sample disturbance due to transportation and
handling may also be the reason for some of the difference. Tests on undisturbed and
remoulded Drammen clay consolidated to stresses much higher than the in situ
effective overburden stress give almost identical results. Thus the effects of sample
disturbance and in situ structure in the clay were eradicated.
handling may also be the reason for some of the difference. Tests on undisturbed and
remoulded Drammen clay consolidated to stresses much higher than the in situ
effective overburden stress give almost identical results. Thus the effects of sample
disturbance and in situ structure in the clay were eradicated.
Sponsorship
Not applicable
Type of Material
Journal Article
Publisher
Japanese Geotechnical Society
Journal
Soils and Foundations
Volume
47
Issue
1
Start Page
47
End Page
58
Copyright (Published Version)
2007 The Japanese Geotechnical Society.
Subject – LCSH
Shear strength of soils--Testing--Evaluation
Soils--Sampling
Clay--Testing
Web versions
Language
English
Status of Item
Peer reviewed
This item is made available under a Creative Commons License
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Name
SandFpaperFinal.pdf
Size
285.54 KB
Format
Adobe PDF
Checksum (MD5)
0008fede992aa52974719f0305f551d0
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