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Table 1 Mixture proportion and compressive strength of concrete.

From: Prediction of Shear Strength for Large Anchors Considering the Prying Effect and Size Effect

Specimen no.

Mixture proportion

\( f_{ck} \)

(MPa)

W/B (%)

S/A (%)

kg/m3

W

C

F

S

G

Ad.

S1

42.4

44.0

171

302

101

740

986

2.82

37.5

S2

42.4

44.0

171

302

101

740

986

2.82

37.5

S3

42.4

44.0

171

302

101

740

986

2.82

38.3

S4

42.4

44.0

171

302

101

740

986

2.82

38.3

S6

36.7

41.8

184

426

75

658

959

3.01

35.3

S7

36.7

41.8

184

426

75

658

959

3.01

35.3