Mix No. Water-cement ratio Cementitious Content Fine Aggregate ratio 28-day Compressive strength 1 0.38 350 0.35 39.7 2 0.4 38.8 3 0.45 39.1 4 375 0.35 34.1 5 0.4 38.2 6 0.45 40.6 7 400 0.35 34.2 8 0.4 39.3 9 0.45 39.8 10 0.43 350 0.35 27.9 11 0.4 37.4 12 0.45 38.5 13 375 0.35 31.9 14 0.4 37.1 15 0.45 33.9 16 400 0.35 26.5 17 0.4 30.7 18 0.45 26.5 19 0.48 350 0.35 30 20 0.4 32.1 21 0.45 30.5 22 375 0.35 20.7 23 0.4 27.5 24 0.45 39.9 25 400 0.35 25.4 26 0.4 31 27 0.45 25.3 Shamsad A., Saeid A. Alghamdi (2014), "A Statistical...

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Other questions asked by students

Mix No.	Water-cement ratio	Cementitious Content	Fine Aggregate ratio	28-day Compressive strength
1	0.38	350	0.35	39.7
2			0.4	38.8
3			0.45	39.1
4		375	0.35	34.1
5			0.4	38.2
6			0.45	40.6
7		400	0.35	34.2
8			0.4	39.3
9			0.45	39.8
10	0.43	350	0.35	27.9
11			0.4	37.4
12			0.45	38.5
13		375	0.35	31.9
14			0.4	37.1
15			0.45	33.9
16		400	0.35	26.5
17			0.4	30.7
18			0.45	26.5
19	0.48	350	0.35	30
20			0.4	32.1
21			0.45	30.5
22		375	0.35	20.7
23			0.4	27.5
24			0.45	39.9
25		400	0.35	25.4
26			0.4	31
27			0.45	25.3


Shamsad A., Saeid A. Alghamdi (2014), "A Statistical Approch toOptimizing Concrete Mixture Design", Hindawi PublishingCorporation, The Scientific World Journal, Volume 2014.