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On the development of an ultra-high-capacity tensiometer capable of measuring water tensions to 7 MPa

Mendes, J.; Gallipoli, D.; Tarantino, A.; Toll, D.

On the development of an ultra-high-capacity tensiometer capable of measuring water tensions to 7 MPa Thumbnail


Authors

J. Mendes

D. Gallipoli

A. Tarantino



Abstract

Tensiometers are increasingly used in geotechnical engineering to monitor pore-water tension in the field and to study the hydro-mechanical behaviour of unsaturated soils in the laboratory. Early tensiometers exhibited a relatively small measuring range, typically limited to a tension of 0·1 MPa, due to the breakdown of water tension inside the sensing unit at absolute negative pressures. This limitation was subsequently overcome by the design of high-capacity tensiometers (HCTs), which enabled the measurement of considerably larger pore-water tensions. According to the literature, the highest value of water tension ever recorded by an HCT is 2·6 MPa. In the present work, this value is almost tripled by designing a novel ultra-high-capacity tensiometer (UHCT) capable of recording water tensions up to 7·3 MPa. This is achieved by replacing the traditional ceramic interface with a nanoporous glass (typically employed by physicists for the study of confined liquids), which has never been used before in the manufacture of tensiometers. The maximum attainable tension has been determined using tests where the UHCT measurement was progressively increased by vaporising water from the glass interface until the occurrence of tension breakdown (often referred to as ‘heterogeneous cavitation’ or ‘tensiometer cavitation’). The increased measuring range and the potentially larger measuring stability of the proposed UHCT will contribute to enhance laboratory testing of soils at high suctions and long-term monitoring of earth structures.

Citation

Mendes, J., Gallipoli, D., Tarantino, A., & Toll, D. (2019). On the development of an ultra-high-capacity tensiometer capable of measuring water tensions to 7 MPa. Géotechnique, 69(6), 560-564. https://doi.org/10.1680/jgeot.18.t.008

Journal Article Type Article
Acceptance Date Jun 27, 2018
Online Publication Date May 13, 2019
Publication Date Jun 30, 2019
Deposit Date Oct 31, 2018
Publicly Available Date May 13, 2020
Journal Géotechnique
Print ISSN 0016-8505
Electronic ISSN 1751-7656
Publisher ICE Publishing
Peer Reviewed Peer Reviewed
Volume 69
Issue 6
Pages 560-564
DOI https://doi.org/10.1680/jgeot.18.t.008
Related Public URLs https://strathprints.strath.ac.uk/64673/

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