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The component durability was evaluated using both original and editing fatigue data signals.
The improvement in strength was assessed using California Bearing Ratio (CBR), Clegg Impact Hammer (CIH) and unconfined compressive strength tests and the durability was evaluated using standard and modified durability tests.
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Following the freeze thaw tests, the durability of stones was evaluated using a decay function model.
Nevertheless, the mixtures made with RA may have insufficient durability due to their high susceptibility to water action which was evaluated using stripping tests.
Locomotor recovery was evaluated using BBB score.
Depression was evaluated using the Center for Epidemiological Studies Depression Scale CES-D Scale CES-D
Concrete durability is evaluated primarily based on chloride penetrability, neutralization and other external factors.
Mixtures of the stabilized soils were thoroughly evaluated using compaction, California Bearing Ratio (CBR), unconfined compressive strength (USC) and durability tests.
Models were also evaluated using Akaike Information Criterion [24].
This parameter is more realistically evaluated using probabilistic approaches, in order to take into account the inherent randomness present on degradation phenomenon, which affects structural durability.
Also, the aqueous durability of the ceramics was evaluated.
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