Laboratory-controlled cone penetration test results for an unsaturated sand are presented, obtained using a suction-controlled calibration chamber. The cone penetration resistances are found to increase significantly, owing to the presence of suction, when compared with those for saturated or dry states, for a given relative density and net confining stress. Increases of as much as 50% for a relative density of 0·33 and net confining stress of 50 kPa are recorded. When suction is included in the effective stress, the same semi-empirical expressions used for saturated sands are found to link penetration resistance to the relative density and effective confining stress. The expressions may also be used to back-calculate the suction changes in a soil profile when cone penetration resistances for two unsaturated states are known. It is also shown that failure to account for suction influences may lead to significant and non-conservative overestimations of relative density or peak friction angle.
Article navigation
November 2013
Research Article|
November 01 2013
The cone penetration test in unsaturated sands Available to Purchase
M. POURNAGHIAZAR;
* Centre for Infrastructure Engineering and Safety, School of Civil and Environmental Engineering, The University of New South Wales, Sydney, Australia.
Search for other works by this author on:
A.R. RUSSELL;
A.R. RUSSELL
*
* Centre for Infrastructure Engineering and Safety, School of Civil and Environmental Engineering, The University of New South Wales, Sydney, Australia.
Search for other works by this author on:
N. KHALILI
N. KHALILI
*
* Centre for Infrastructure Engineering and Safety, School of Civil and Environmental Engineering, The University of New South Wales, Sydney, Australia.
Search for other works by this author on:
* Centre for Infrastructure Engineering and Safety, School of Civil and Environmental Engineering, The University of New South Wales, Sydney, Australia.
† Now with Pells Sullivan Meynink, North Ryde, Australia.
Publisher: Emerald Publishing
Received:
June 13 2012
Accepted:
December 07 2012
Online ISSN: 1751-7656
Print ISSN: 0016-8505
© 2013 Thomas Telford Ltd
2013
Geotechnique (2013) 63 (14): 1209–1220.
Article history
Received:
June 13 2012
Accepted:
December 07 2012
Citation
POURNAGHIAZAR M, RUSSELL A, KHALILI N (2013), "The cone penetration test in unsaturated sands". Geotechnique, Vol. 63 No. 14 pp. 1209–1220, doi: https://doi.org/10.1680/geot.12.P.083
Download citation file:
Suggested Reading
Interpretation of calibration chamber tests involving cone penetrometers in sands
Geotechnique (May,2002)
The vadose zone soil-water balance and transpiration rates of vegetation
Geotechnique (February,2003)
The fall cone test in unsaturated soil and tailings pastes
Geotechnique (November,2020)
Water infiltration into a large-scale in-situ experiment in an underground research laboratory
Geotechnique (March,2003)
Critical state shear strength of an unsaturated artificially cemented sand
Geotechnique (October,2016)
Related Chapters
LOAD TESTS: PRACTICAL EXPERIENCES
Repair and Renovation of Concrete Structures: Proceedings of the International Conference held at the University of Dundee, Scotland, UK on 5–6 My 2005
Consolidation of a very soft clay with vertical drains
Ground and Soil Improvement
Characterisation of model uncertainties for laterally loaded rigid drilled shafts
Risk and Variability in Geotechnical Engineering
Recommended for you
These recommendations are informed by your reading behaviors and indicated interests.
Recommended for you
These recommendations are informed by your reading behaviors and indicated interests.
