Issue |
E3S Web of Conf.
Volume 544, 2024
8th International Symposium on Deformation Characteristics of Geomaterials (IS-Porto 2023)
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Article Number | 01014 | |
Number of page(s) | 8 | |
Section | Experimental Investigations From Very Small Strains to Beyond Failure - Advances in Laboratory Testing Techniques (Equipment and Procedures) | |
DOI | https://doi.org/10.1051/e3sconf/202454401014 | |
Published online | 02 July 2024 |
A fully automated unsaturated triaxial device for testing of soils under complicated hydromechanical stress paths
1 Professor, Civil Engineering Department, Sharif University of Technology, Tehran, Iran
2 Ph.D. Candidate, Civil Engineering Department, Sharif University of Technology, Tehran, Iran
3 Assistant Professor, Power Industry Structures Research Department, Niroo Research Institute, Tehran, Iran
* Corresponding author: smhaeri@sharif.edu
A fully-automated unsaturated triaxial device is developed at the Advanced Soil Mechanic Laboratory of the Sharif University of Technology (SUT) to investigate the hydromechanical behavior of unsaturated soils under any complicated path. The main improvements of the developed device are (1) the ability to continuously measure accurately different stress/strain variables during long duration of unsaturated tests. This is of great importance in capturing the sudden deformations of the specimen, under wetting (2) providing a user-friendly controller software enabling the definition of any desired stress/strain variable and stress/strain paths under either stress-controlled or strain-controlled conditions. Finally, to evaluate the performance of the developed apparatus, two wetting tests were carried out to study the effect of initial shear stress on the hydromechanical behavior of unsaturated reconstituted specimens of Gorgan loess. In these wetting tests, the specimens were wetted under isotropic and anisotropic stress states by stepwise reduction of suction to approach to the saturated condition. The obtained results showed the excellent performance of the developed device to accurately follow the defined stress path along with the continuous measurement of stress/strain variables. The tested collapsible soil specimen that was wetted under the effect of initial shear stress exhibited a larger volume decrease accompanied by a larger degree of saturation compared to those of the specimen wetted under the isotropic stress state with the same initial mean net stress.
Key words: fully automated device / unsaturated triaxial / collapsible soil / initial shear stress
© The Authors, published by EDP Sciences, 2024
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