Issue 78

C. S. Karadumpa et alii, Fracture and Structural Integrity, 78 (2026) 146-167; DOI: 10.3221/IGF-ESIS.78.09

Control Mix - 28 days (No Nanomaterials)

GO 0.03% - 28 days (optimized GO)

CNT 0.1% - 28 days (optimized CNT)

Figure 14: XRD diffractograms of optimized GO and CNT representative concrete samples.

163