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Flexural Behaviour of Geopolymer Concrete Beams using Recycled Waste Glass as Fine Aggregate

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Figure

Figure 2 SEM Images of RWGFA
Table 4 Compressive Strength on GPC, RWGFA Concrete  for M 20, M 40 and M 60 Grade Mix
Figure 5 Testing of Beam Under Two Point Loading
Figure 22 Deflection Shape of M 60 CC, M 60 GP and M  60 GP (RWGFA) Beams
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