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In the second phase, the comparative studies were carried on concrete mixes rather than mortar mixes.
Both groups included four mortar mixes containing Portland cement, sand, u-FA.
The ratio of compressive strength to tensile strength is low in comparison with the conventional mortar mixes.
The presence of silica fume in the cement mortar mixes causes considerable reduction in the volume of large pores.
On the other hand, the mortar mixes with 30% fly ash showed less strength loss after the wet dry cycles.
Mortar mixes were prepared with water cement ratio of 0.44 and cured in potable water for 90 days.
Mortar mixes were tested for their flowability, Total Water Absorption (TWA), Ultrasonic Pulse Velocity (UPV), compressive strength and drying shrinkage.
Test results indicated that ASTM type M and S mortars could be formulated from binary and ternary mortar mixes.
The compressive and flexural strengths and the elastic modulus of the mortar mixes were determined.
Different volumes of fibres, i.e. 0%, 0.5%, 1.0% and 1.5%, were introduced in dry mortar mixes.
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After two days of digging, a group of students came across a fieldstone wall held together by a simple mortar mix.
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