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This study was conducted to investigate the impact of freeze thaw cycles on the mechanical and mineralogical behaviour of gypseous soils stabilized with lime.
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These changes in the structure and the mineralogy reduce the durability of gypseous soil samples when subjected to freeze thaw cycles.
In order to assess the long-term stability of lime stabilized gypseous soils, the effect of wetting drying cycles on the mechanical behavior of fine-grained soil with different gypsum contents (0, 5, 15 and 25%) was investigated.
The durability of the tested gypseous soils treated with 3% of lime against wetting drying cycles is not guaranteed.
The development of physicochemical models that explain the formation and function of gypsiferous and gypseous soils is necessary if we hope to properly manage and maintain these unusual soils and their landscapes.
The engineering behaviour of unsaturated soils is affected by suction.
Soil suction has been incorporated as "effective" stress or suction stress when describing the engineering behaviour of unsaturated soils.
A number of constitutive models have been developed to describe the complex behaviour of unsaturated soils.
Matric suction is one of the stress-state variables which governs the behaviour of unsaturated soils.
Stress-controlled cyclic triaxial tests (CTX) were performed to study the behaviour of the soils under cyclic loading.
This paper proposes a new normalisation scheme so that compression behaviour of different soils can be consistently described.
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Justyna Jupowicz-Kozak
CEO of Professional Science Editing for Scientists @ prosciediting.com