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Development of a direct simple shear apparatus for peat
Author(s)
Date Issued
2009-03
Date Available
2011-08-08T16:02:48Z
Abstract
This paper discusses the design and development of a new direct simple shear (DSS)
apparatus for testing peat soils. The apparatus has been designed to test peat at low
effective stresses, representative of its in-situ condition and allow the deformation of
the specimen to be monitored. This device uses Particle Image Velocimetry (PIV)
image analysis techniques to monitor the side of the peat specimen and provide an
insight into the behaviour of peat during shearing. A set of comparative tests on
remoulded clay have been conducted with another widely used DSS apparatus and has
shown both to yield similar undrained strength ratios (su/σ'vc) for a range of stress
levels. Application of the apparatus to peat soils is demonstrated by a set of tests on a
high water content blanket bog peat. Analysis of these tests using the PIV technique
reveals the complex shear strain and volumetric strain behaviour of peat undergoing
shearing. Identification of partial slippage of a specimen is also demonstrated through
these analyses.
apparatus for testing peat soils. The apparatus has been designed to test peat at low
effective stresses, representative of its in-situ condition and allow the deformation of
the specimen to be monitored. This device uses Particle Image Velocimetry (PIV)
image analysis techniques to monitor the side of the peat specimen and provide an
insight into the behaviour of peat during shearing. A set of comparative tests on
remoulded clay have been conducted with another widely used DSS apparatus and has
shown both to yield similar undrained strength ratios (su/σ'vc) for a range of stress
levels. Application of the apparatus to peat soils is demonstrated by a set of tests on a
high water content blanket bog peat. Analysis of these tests using the PIV technique
reveals the complex shear strain and volumetric strain behaviour of peat undergoing
shearing. Identification of partial slippage of a specimen is also demonstrated through
these analyses.
Sponsorship
Not applicable
Type of Material
Journal Article
Publisher
ASTM
Journal
Geotechnical Testing Journal
Volume
32
Issue
2
Start Page
126
End Page
138
Copyright (Published Version)
2008 ASTM
Subject – LCSH
Peat--Testing
Histosols--Testing
Shear strength of soils--Testing
Particle image velocimetry
Web versions
Language
English
Status of Item
Peer reviewed
This item is made available under a Creative Commons License
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Name
Boylan et al DSS Paper - Revised.pdf
Size
1.06 MB
Format
Adobe PDF
Checksum (MD5)
277420a042edb31c847374ce00d9a37b
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