Diffusion of dissolved aqueous-phase gas in porous media is increasingly relevant to existing and emerging geotechnical engineering applications. There is currently no established method to determine the effective aqueous-phase gas diffusion coefficient and associated tortuosity factor through soil. In this study, a pressure-decay method was applied to determine tortuosity factors for aqueous-phase gas diffusion in silt, sand and gravel using experimental equipment readily available in many geotechnical engineering laboratories. Inverse numerical analyses were applied to assess the effective tortuosity factor from pressure-decay data, which provided a consistent and efficient assessment of tortuosity associated with aqueous-phase gas diffusion for each soil type.
Article navigation
December 2020
Research Article|
December 18 2020
Efficient determination of aqueous-phase gas diffusion coefficients and tortuosity in soil
B. Mahmoodi;
B. Mahmoodi
*Department of Civil & Environmental Engineering, University of Maine, Orono, ME, USA.
Search for other works by this author on:
A. P. Gallant
A. P. Gallant
†Department of Civil & Environmental Engineering, University of Maine, Orono, ME, USA.
Search for other works by this author on:
Publisher: Emerald Publishing
Received:
July 31 2020
Revision Received:
October 20 2020
Accepted:
November 11 2020
Online ISSN: 2045-2543
ICE Publishing: all rights reserved
2020
Geotechnique Letters (2020) 10 (4): 575–581.
Article history
Received:
July 31 2020
Revision Received:
October 20 2020
Accepted:
November 11 2020
Citation
Mahmoodi B, Gallant AP (2020), "Efficient determination of aqueous-phase gas diffusion coefficients and tortuosity in soil". Geotechnique Letters, Vol. 10 No. 4 pp. 575–581, doi: https://doi.org/10.1680/jgele.20.00103
Download citation file:
New and popular articles
Suggested Reading
Determining effective stress and permeability equations for soft mud from simple laboratory experiments
Geotechnique (November,2004)
Principle of axial shear apparatus
Geotechnique (June,1998)
Asymptotic behaviour of a granular soil in strain path testing
Geotechnique (March,1994)
Particle breakage energy and stress dilatancy in drained shear of rockfills
Geotechnique Letters (December,2017)
Strain path controlled shear tests on an analogue granular material
Geotechnique (January,2010)
Related Chapters
Geotechnics: the next 60 years
The Essence of Geotechnical Engineering: 60 years of Géotechnique
An experimental and constitutive investigation on the chemo-mechanical behaviour of a clay
Bio- and Chemo-Mechanical Processes in Geotechnical Engineering: Géotechnique Symposium in Print 2013
Engineering in stiff sedimentary clays
Stiff Sedimentary Clays: Genesis and Engineering Behaviour: Géotechnique Symposium in Print 2007
Recommended for you
These recommendations are informed by your reading behaviors and indicated interests.
