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The main parameters studied were the evaluation of mass, compressive strength, products of degradation and microstructural changes.
The effect of hydrochloric (HCl) acid and magnesium sulfate (MgSO4) attack was evaluated by measuring the change in mass, compressive strength and microstructural analysis.
Throughout the exposure period, the change in mass, compressive strength, splitting tensile strength, flexural strength, water absorption, sorptivity and porosity were evaluated.
Based on these observations, the following values proposed by [2] to estimate the drop modulus of the rock mass according to the peak rock mass quality given by GSI peak and to the level of confinement stress expressed in terms of the rock mass compressive strength given by (sqrt {{text{S}}^{text{peak}} } cdot sigma_{text{ci}}).
We periodically evaluated the mass, compressive strength, and microstructure of the control mortar (no NKC addition) and the mortar with various dosages of NKC addition at the prescribed conditioning ages.
The change laws of appearance, mass, compressive strength and elastic module at ambient temperature and after undergoing different high temperatures (200 °C, 400 °C and 600 °C) were presented.
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Measurements were taken for mass loss, compressive strength, splitting tensile strength, and modulus of elasticity.
Spalling mass and compressive strength were measured and evaluated for concrete under different crack widths and F-T cycles.
Results of concrete corrosion depth, mass loss, compressive strength and elastic modulus were statistically analyzed and modeled.
The mass loss, compressive strength, chloride binding rate, pH value and pore structure were measured in the process of corrosion.
In this study, the microstructure, porosity, high-temperature integrity, mass loss, compressive strength, splitting tensile strength, and thermal diffusivity of SCs were investigated at different elevated temperatures up to 1000 °C.
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