Abstract
High-capacity tensiometers (HCTs) are sensors made to measure negative pore water pressure (suction) directly. In this paper, a new approach is proposed to expand the range and duration of suction measurements for a newly designed HCT. A new technique is employed to reduce significantly the roughness of the diaphragm’s surface on the water reservoir side in order to minimise the possibility of gas nuclei development and the subsequent early cavitation at the water–diaphragm interface. The procedures employed for the design, fabrication, saturation and calibration of the new tensiometers are explained in detail. Furthermore, the performance of the developed HCTs is examined based on a series of experiments carried out on a number of unsaturated clay specimens. An improvement in maximum sustainable suction in the range of 120–150% of their nominal capacity was obtained from different surface treatment methods. Moreover, the results show an improvement of up to 177% for the long-term stability of measurements, compared to the developed ordinary HCTs with untreated diaphragms.
Original language | English |
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Pages (from-to) | 81-95 |
Number of pages | 15 |
Journal | Geotechnical Research |
Volume | 5 |
Issue number | 2 |
DOIs | |
Publication status | Published - 18 Jun 2018 |
Bibliographical note
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Keywords
- Field testing & monitoring
- Geotechnical engineering
- Strength and testing of materials
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Meghdad Bagheri
- School of Energy, Construction and Environment - Lecturer in Civil Engineering
Person: Teaching and Research