Assessment of Skempton's pore water pressure parameters B and A using a high-capacity tensiometer

Files in This Item:
Access to this item has been restricted by the copyright holder until:2020-10-14
File Description SizeFormat 
Sanlon et al.pdf1.61 MBAdobe PDF    Request a copy
Title: Assessment of Skempton's pore water pressure parameters B and A using a high-capacity tensiometer
Authors: Sanlon, PhilipSivakumar, VinayagamoothySolan, BrianDonohue, Shaneet al.
Permanent link:
Date: 14-Oct-2019
Online since: 2020-03-05T10:19:33Z
Abstract: Saturation of soils is a prerequisite in many laboratory tests involving consolidation, permeability and stress-strain behaviour. The saturation process is usually time consuming, particularly in clay-rich soils, and this can incur substantial cost and potential delays in reporting findings. The saturation of samples is assessed using the well-established Skempton's pore water pressure parameter B. In a situation where the soil is fully saturated the B-value is approximately one. It is often the case that fine soil samples extracted from the ground, particularly those from below the water table, remain saturated. However, current testing protocols require evidence to verify a complete saturation prior to subsequent laboratory investigations. This paper reports experimental results exploring the hypothesis that, if the sample is ‘perceived’ to be saturated, then further saturation procedures may not be necessary to obtain reliable geotechnical parameters. Laboratory investigations were conducted on three different clays (Kaolin Clay, Belfast Clay and Oxford Clay) in a testing chamber instrumented with a high capacity tensiometer. The confining pressures were applied in a ramped fashion under undrained conditions. The response of the tensiometer confirmed that the samples were saturated from the very beginning of the loading process, as implied by the B-value being close to one. Further supplementary investigations were carried out to assess the Skempton's pore water pressure parameter A and the stress-strain behaviour of the soils. The combined finding provides further evidence to suggest that the saturation process as suggested in standards may not be necessary for fine grained soils to establish reliable geotechnical design parameters.
Type of material: Journal Article
Publisher: ICE Publishing
Journal: Géotechnique
Keywords: ClaysLaboratory testsMinearalogyPore pressuresSamplingSuction
DOI: 10.1680/jgeot.18.p.191
Language: en
Status of Item: Peer reviewed
Appears in Collections:Civil Engineering Research Collection

Show full item record

Page view(s)

Last Week
Last month
checked on Apr 7, 2020


checked on Apr 7, 2020

Google ScholarTM



This item is available under the Attribution-NonCommercial-NoDerivs 3.0 Ireland. No item may be reproduced for commercial purposes. For other possible restrictions on use please refer to the publisher's URL where this is made available, or to notes contained in the item itself. Other terms may apply.