shoosh specimen

May 5th, 2015
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The graph above displays the water cement ratio versus cylinder compressive strength. When a concrete mix hardened, the higher the free water to cement ratio the less compressive strength of the water cured cylinder it will have. Increasing in water to cement ratio will results to of the sand and aggregates which reducing the effect of the strength of the concrete .

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ShooshSpecimen No.| Diameter| Height| Weight| Max. Load| fc.28| fcm.28| | (mm)| (mm)| (g)| (kN)| (kN)| (Mpa)|A1.1| 100.1| 200| 4138| 569| 72.3| |A1.2| 100.1| 200| 4109| 555| 70.5| |A1.3| 100.0| 200| 4125| 566| 72.1| 71.6|B1.1| 100.3| 202| 4050| 490| 62.0| |B1.2| 100.2| 200| 4025| 463| 58.7| |B1.3| 100.1| 200| 4018| 478| 60.7| 60.5|C1.1| 100.4| 203| 3995| 345| 43.6| |C1.2| 99.7| 204| 3981| 366| 46.9| |C1.3| 100.4| 202| 3978| 365| 46.1| 45.5|D1.1| 100.2| 198| 3842| 286| 36.3| |D1.2| 100.3| 202| 3833| 277| 35.1| |D1.3| 99.9| 201| 3865| 299| 38.1| 36.5|Compressive Strength Cylinder (Water cured for 28 days)100% PC concrete mixesCompressive Strength Cylinders (Air stored for 28 days)Specimen No.| Diameter| Height| Weight| Max. Load| Fc.28| fcm.28| | (mm)| (mm)| (g)| (kN)| (Mpa)| (Mpa)|A1.4| 100.2| 201| 3946| 373| 47.3| |A1.5| 100.2| 200| 3947| 397| 50.3| |

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