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Unlike the longer cannon, mortars were cast with trunnions at the breech and were elevated by placing wedges beneath the muzzle.
To characterize the chemical resistance in sulfatic solution, mortars were cast into prismatic molds (4 × 4 × 16) cm3.
The mortars were cast into cylindrical moulds, resulting in specimens with 1 cm height and 10 cm diameter.
To characterize the chemical resistance in acidic medium, mortars were cast into prismatic molds (4 × 4 × 16) cm3.
To observe cracking in real bonded overlays, mortars were cast on a rigid substrate and their cracking behavior observed for a period of approximately 7 weeks.
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To evaluate the effect of FA and LSP on the suppression of ASR in mortar, ten different types of mortar were cast with combination of different dosages of FA and LSP as binary and ternary blend systems (partial replacement of PC) while the control mortar consisted of only PC as binder.
Fresh mortar was cast into cylindrical specimens in a static compaction device.
The fresh geopolymer mortar was cast into 50 mm cube and 25 × 25 × 285 mm prism specimens then subjected to external vibration for 1 min if required in accordance with ASTM C109 (ASTM 2011).
To evaluate the potential of ground crushed clay brick to mitigate ASR distress in mortar, mortar bars and mortar cubes were cast with combination of different dosages of ground clay brick (partial replacement of portland cement).
In the second phase mortars samples were cast in order to assess the physical and mechanical properties as well as the expansion over time.
For sulfate attack test, prismatic mortar bars and cubes were cast from each mixture in accordance with ASTM C1012 (2004).
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