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In addition, transport tests, chloride permeability, electrical resistivity and mercury intrusion porosimetry of single, binary, and ternary blended mortars were conducted to investigate the influence of replacement materials on durability properties of mortars.
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Compression tests of mortars are conducted at 7, 28 and 91 days curing.
Finally, mesostructural damage simulation of asphalt mortar was conducted to unfold the entire cracking distribution, which included the contact interface properties.
In this paper, a study on the criteria for repairing damages of the CA mortar was conducted by establishing a 3-D FEM of the prefabricated framework-type slab track on elastic foundation.
Mortar experiments were conducted by separately changing the SSA and sand ratio.
Six samples of five igneous rock types were collected from the mentioned site and an extensive laboratory tests consisting of petrographic examination and accelerated Bar Mortar test were conducted on these samples to assess the potential alkali silica reactivity.
Strength activity index, thermo-gravimetric analysis (TGA) and mortar bar tests were conducted to study the pozzolanic behavior and ASR mitigation ability.
Plastic and drying shrinkage testing of both the mortar and concrete were conducted, and the durability of the concrete was evaluated by testing its freezing thawing resistance, chloride ion penetration, abrasion resistance, and chemical resistance.
Additionally, a physicochemical property evaluation and chemical analysis of mortar with modified RFA were conducted.
The physical and mechanical tests were conducted on mortars and the exposure of freeze and thaw on mechanical properties was examined.
Flow ability, unit weight, ultrasound pulse velocity, compressive and flexural strengths, modulus of elasticity, stress strain behavior and free drying and restrained shrinkage tests were conducted on mortars produced.
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