Abstract
Flowable concrete gives special combinations of uniformity, performance and consistency requirements that cannot be possible by traditional normal slump concrete. It is superior concrete than the traditional concrete with high workability, no segregation, no bleeding, and it is also suitable for use in the structures with long-distance pumping i.e., more than 120-meter length, for example, in NATM tunnels, cross-passages, and the concrete structure of the station box. Flowable concrete can flow itself without vibration or a little bit of vibration like surface tamping at outer surface of the formwork for achieving a smooth surface finish after de-shuttering. Percentages of concrete ingredients that are used in concrete to ensure a balance between deformability and stability. Type of selected materials and the fixed ratio of concrete materials can be affected on the fresh and harden properties of the concrete. The article presents experimental techniques for mix designing of flowable concrete for grade M40 and application of the same concrete mix at the cast in situ Base slab, Roof slab Rcc walls for underground metro stations, NATM tunnel & cross passages in Mumbai Metro Project, package -UGC-07. The test results for conformity requirements of M40 grade flowable concrete such as flowability, viscosity, passing ability of fresh concrete, durability test and harden concrete tests determined, and results are included here.