In temperate European climates, the season of peak water demand by vegetation (summer) is out of phase with the season of greatest rainfall (winter). This results in seasonal fluctuations in soil water content and, in clay soils, associated problems of shrinking and swelling that can in turn contribute to strain-softening and progressive slope failure. This paper presents field measurements of seasonal moisture content and pore water pressure changes within the surface drying zone of a cut slope in the London Clay at Newbury, Berkshire, UK. A climate station was installed at the site to measure the parameters needed to determine specific plant evapotranspiration. This information was used to carry out a water balance calculation to estimate the year-round soil moisture deficit caused by the vegetation. The calculated soil moisture deficit matches reasonably closely the field measurements of soil drying. The field measurements of seasonal changes in pore water pressure and suction are linked quantitatively to the measured changes in water content using the soil water characteristic curve for the London Clay. The suctions generated by the light vegetation cover at Newbury were found not to persist into the winter and early spring.
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October 2006
Research Article|
October 01 2006
Seasonal changes in pore water pressure in a grass-covered cut slope in London Clay
J. A. Smethurst;
J. A. Smethurst
*
School of Civil Engineering and the Environment, University of Southampton
UK
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D. Clarke;
D. Clarke
*
School of Civil Engineering and the Environment, University of Southampton
UK
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W. Powrie
W. Powrie
*
School of Civil Engineering and the Environment, University of Southampton
UK
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Publisher: Emerald Publishing
Received:
May 19 2005
Accepted:
July 18 2006
Online ISSN: 1751-7656
Print ISSN: 0016-8505
© 2006 Thomas Telford Ltd
2006
Geotechnique (2006) 56 (8): 523–537.
Article history
Received:
May 19 2005
Accepted:
July 18 2006
Citation
Smethurst JA, Clarke D, Powrie W (2006), "Seasonal changes in pore water pressure in a grass-covered cut slope in London Clay". Geotechnique, Vol. 56 No. 8 pp. 523–537, doi: https://doi.org/10.1680/geot.2006.56.8.523
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