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    Specimens made with an S F ratio of 6 4 achieved compressive strength of roughly 30 MPa (at 28 days) which is the 80 the strength of conventional cement-based materials (control specimens). The Specimens made with an S F ratio of 6 4 achieved compressive strength of roughly 30 MPa (at 28 days) which is the 80 the strength of conventional cement-based materials (control specimens). The inclusion of 0.2 fibers in the mix further increased compressive strength to 35 MPa and enhanced composite properties. View Full-Text Service Online
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    Written by an international group of contributors who are closely associated with the development of self-compacting concrete the book explores the main differences between SCC and normal concrete in terms of raw materials fresh properties and hardened properties.

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