The coupled effect of net mean stress and suction on the air permeability of compacted soils has been investigated in this study. The air permeability of compacted soils was conducted at various pre-equilibrated gravimetric water contents and at different net mean stresses using the falling head method. The pre-equilibrated gravimetric water contents at different net mean stresses were related to soil suction using stress-dependent water retention curves (WRCs) measured experimentally by combining the results of the axis translation technique and the dew point potentiometer. The existing statistical model for predicting the air permeability function (APF) was modified to account for net stress and higher suction. An alternative approach to estimate the stress-dependent WRC from air permeability measurements was proposed. The prediction of the WRC and air permeability under different net stress conditions from the modified APF model was found to be in close agreement with the experimental results.
Article navigation
March 2020
Research Article|
December 02 2019
The coupled effect of suction and net stress on the air permeability of compacted soils Available to Purchase
S. Roy;
S. Roy
*Department of Civil Engineering, Indian Institute of Technology Kanpur, Uttar Pradesh, India.
Search for other works by this author on:
S. Rajesh
S. Rajesh
†Department of Civil Engineering, Indian Institute of Technology Kanpur, Uttar Pradesh, India.
Search for other works by this author on:
Publisher: Emerald Publishing
Received:
April 19 2019
Revision Received:
July 28 2019
Accepted:
July 29 2019
ICE Publishing: all rights reserved
2019
Geotechnique Letters (2020) 10 (1): 50–56.
Article history
Received:
April 19 2019
Revision Received:
July 28 2019
Accepted:
July 29 2019
Citation
Roy S, Rajesh S (2020), "The coupled effect of suction and net stress on the air permeability of compacted soils". Geotechnique Letters, Vol. 10 No. 1 pp. 50–56, doi: https://doi.org/10.1680/jgele.19.00056
Download citation file:
Suggested Reading
Suction in compacted states
Geotechnique (May,2002)
An elasto-plastic model for unsaturated soil incorporating the effects of suction and degree of saturation on mechanical behaviour
Geotechnique (February,2003)
The mechanical behaviour of a reconstituted unsaturated silty clay
Geotechnique (March,2003)
Wetting, drying and compression characteristics of compacted clay
Geotechnique (February,2006)
A procedure for the direct determination of Bishop's χ parameter from changes in pore size distribution
Geotechnique (January,2017)
Related Chapters
TECHNICAL NOTE: Suction effects in deep Boom Clay block samples
Stiff Sedimentary Clays: Genesis and Engineering Behaviour: Géotechnique Symposium in Print 2007
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
A chemo-mechanical constitutive model accounting for cation exchange in expansive clays
Bio- and Chemo-Mechanical Processes in Geotechnical Engineering: Géotechnique Symposium in Print 2013
Recommended for you
These recommendations are informed by your reading behaviors and indicated interests.
