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Parameter used for the study are changes in weight, compressive strength and visual changes.
Tests were conducted to determine loss in weight, compressive strength, and dynamic modulus of elasticity.
The unit weight, compressive strength, flexural tensile strength, ultrasonic wave velocity and water absorption and porosity ratios of the mixtures were measured.
The effects of adding WTS on the properties of both fresh and hardened CLSM are evaluated using workability, setting time, drop ball time, unit weight, compressive strength, and toxicity characteristic leaching procedure (TCLP) tests.
The following properties of the scaffolds were measured as a function of degradation time: dimensions, weight, compressive strength and modulus, polymer molecular weight and its distribution, and pore morphology.
Fresh and hardened concrete properties were examined including slump, air content, unit weight, compressive strength, rate of strength gain, freeze thaw durability, permeability, and alkali silica reactivity (ASR) potential.
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The results indicate that both the unit weight and compressive strength of the geopolymer mortar decrease slightly after PCM is incorporated, mainly due to the small unit weight and low strength and stiffness of the PCM.
Then, tests were conducted to determine loss in weight and compressive strength.
The ultrasonic pulse velocity, changes in weight and compressive strength experiments were applied to the samples.
Results show that adding WTS to the CLSM samples reduces workability and increases fresh unit weight and compressive strength.
Weight and compressive strength of the investigated specimens before and after being heating were exhaustively conducted.
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