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The compressive and flexural strengths and the elastic modulus of the mortar mixes were determined.
In addition, the rebound characteristics of these mixes were determined to compare the actual in situ fibre contents.
The physical properties of the substrates and growing media mixes were determined using the gravitational drainage technique.
Due to the low slump requirement for the paving concrete, all mixes were determined to have a slump value under 50 mm.
Four mixes were obtained from existing Superpave pavements and the in-place (i.e., the properties of the existing asphalt before recycling) properties of the mixes were determined.
The density, thermal conductivity, compressive strength, flexural strength, and capillary water absorption of the blended mixes were determined in accordance with ASTM standards at 28 days of curing.
Similar(54)
The moisture damage potential of different mixes was determined using Tensile Strength Ratio TSRR) test.
The consistency, initial and final setting times of mixes was determined as per (IS 4031 -1988 part 4 & 5) respectively using Vicat's apparatus.
Then, the compressive strength of these four mixes was determined to compare the mechanical behavior of the hybrid composite material with hemp concrete.
Compressive strength of the SCC mixes was determined in accordance with ASTM,2 tests were conducted on 100 × 200 mm cylindrical test specimens at the age of 3, 14, and 28 days for all the mixes.
The compressive and splitting tensile strength of various concrete mixes are determined after 28 and 56 days of curing where as flexural strength is determined after 28 days of curing.
Related(20)
compositions were determined
composites were determined
ingredients were determined
combinations were determined
mixing were determined
combination were determined
mixed were determined
mixes were poured
mixes were evaluated
mixes were characterized
mixes were summarized
mixes were eliminated
mixes were produced
mixes was determined
mixes were fabricated
mixes were prepared
mixes were developed
mixes were obtained
mixes were monitored
mixes were assessed
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