gosai
Civil/Environmental
- Feb 10, 2007
- 38
I have some crack issue on site. The concrete was poured between June and September 2009. The concrete used was 40 MPa concrete, the slump measured was 40mm and 50mm at the time of pour. The concrete cylinders strength results were ranging between 35 to 60 MPa. The slab poured at 45 angle for channels. The cracks were noticed in slab in July 2010 (see attached photo). I am just wondering what causes slab to cracks so quickly. The slab was poured on granular base.