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  5. A comparative study between the NGI direct simple shear apparatus and the Mikasa direct shear apparatus
 
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A comparative study between the NGI direct simple shear apparatus and the Mikasa direct shear apparatus

Author(s)
Hanzawa, Hideo  
Nutt, Nigel  
Lunne, Tom  
Tang, Y.X.  
Long, Michael (Michael M.)  
Uri
http://hdl.handle.net/10197/3254
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.
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.
Subjects

Soft clays

Laboratory tests

Direct shear test

Direct simple shear t...

Sample disturbance

Subject – LCSH
Shear strength of soils--Testing--Evaluation
Soils--Sampling
Clay--Testing
DOI
10.3208/sandf.47.47
Web versions
http://dx.doi.org/10.3208/sandf.47.47
Language
English
Status of Item
Peer reviewed
This item is made available under a Creative Commons License
https://creativecommons.org/licenses/by-nc-sa/1.0/
File(s)
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SandFpaperFinal.pdf

Size

285.54 KB

Format

Adobe PDF

Checksum (MD5)

0008fede992aa52974719f0305f551d0

Owning collection
Civil Engineering Research Collection
Mapped collections
Critical Infrastructure Group Research Collection•
Urban Institute Ireland Research Collection

Item descriptive metadata is released under a CC-0 (public domain) license: https://creativecommons.org/public-domain/cc0/.
All other content is subject to copyright.

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