Abstract
Background: Matric suction is one of the stress-state variables which governs the behaviour of unsaturated soils. In order to evaluate the effect of matric suction on the behaviour of unsaturated soil under constant water content condition, rapid measurement of change in matric suction during the test is required. High-capacity tensiometer can be used to rapidly measure the change in matric suction of unsaturated soil. Methods: In this paper, an oedometer apparatus was modified to incorporate a high-capacity tensiometer to investigate the compression behaviour of unsaturated soil under constant water content condition. The design of the oedometer apparatus was described. Two soils which are kaolin FP grade (commercial kaolin which has a fine grain size) and residual soil from Bukit Timah Granite were used to evaluate the performance of the high-capacity tensiometer. Results: The results showed that kaolin paste is helpful in improving the contact condition between the soil specimen and high-capacity tensiometer. The equilibrium time of the high-capacity tensiometer was about 10 min. Evaporation effect reported by other researchers was not observed with the high-capacity tensiometer. Conclusion: The change in matric suction due to loading and unloading was accurately captured by the high-capacity tensiometer.
Original language | English |
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Article number | 13 |
Journal | International Journal of Geo-Engineering |
Volume | 7 |
Issue number | 1 |
DOIs | |
Publication status | Published - Dec 1 2016 |
Externally published | Yes |
Bibliographical note
Publisher Copyright:© 2016, The Author(s).
ASJC Scopus Subject Areas
- Geotechnical Engineering and Engineering Geology
- Mechanics of Materials
- Energy (miscellaneous)
Keywords
- Constant water content
- High-capacity tensiometer
- Oedometer test
- Pore-water pressure measurement
- Unsaturated soil