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Stress-controlled cyclic triaxial tests (CTX) were performed to study the behaviour of the soils under cyclic loading.
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This could induce strong modifications of the shear strength behaviour of the soil.
A pore-water pressure controlled triaxial test was performed to examine behaviour of the soil with increasing pore-water pressure.
The non-linear behaviour of the soil and the uplift mechanism of the foundation are reproduced using the plasticity theory.
The behaviour of the different soil and slag mixes was similar to the behaviour of the soil and lime mixtures reported in the literature.
Conservative reliability indices are obtained when the joint behaviour of the soil shear strength follows a bivariate normal distribution.
All of these load-induced changes to a geotextile may affect the filtration behaviour of the soil-geotextile system.
The overall results show a considerable improvement of the macroscopic load displacement behaviour of the soil structure by utilizing the concept of prestressed reinforced soil.
The main objective of this investigation had been focused on the strength behaviour of the soil reinforced with randomly included sisal fibre.
The behaviour of the soil is determined when it is irradiated, and therefore the percentage of radiation that is absorbed, transmitted or reflected.
Owing to the stochastic character and visco-elastic behaviour of the soil, it is very difficult to create repeatable testing conditions.
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