Kegagalan Beton Akibat Campuran Air Berlebih
DOI:
https://doi.org/10.25170/jpk.v2i04.6900Keywords:
Concrete crakcs, Excess water, Compressive strength, UPV, Core testAbstract
The study examines structural cracks in a multi-story concrete building caused by excessive water in the mix. Using visual inspection., UPV testing, and core drilling, it was found that high water-to-cement ratios reduced concrete strengh, with actual values failing to meet design targets (fc’ 30 and 35 MPa). The issue was worsened by addtional on-site water added during casting. The results higlight the need for strict control over concrete mix design.
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