| http://www.w3.org/ns/prov#value | - Mixes are produced by varying types of fibres and for each type of fibre its volume fraction is varied from 0.5% to 4.0 % with an increment of 0.5% by weight of cementitious materials. 147 specimens each of cubes (100 100 100mm), cylinders (100 200mm) and prisms (100x100x500mm) are tested to study the effect fibres on compressive strength, split tensile strength and flexural strength of HSFRC. The
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