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Table 6 Mechanical parameters of the shaft wall made of hybrid fiber concrete.

From: Mechanical Characteristics of Hybrid-Fiber-Reinforced Concrete Shaft Wall Structure Under Uneven Load

Model number

HFRC

Compressive strength/MPa

Yield stress/MPa

Peak strain/\(\mathrm{\mu \varepsilon }\)

Elastic modulus/MPa

Poisson’s ratio

M-1

HFRC60

74.5

62.19

2.236 × 10–3

3.741 × 104

0.216

M-2

HFRC70

81.0

68.45

2.261 × 10–3

3.825 × 104

0.210

M-3

HFRC80

92.4

73.29

2.287 × 10–3

3.873 × 104

0.206

M-4

HFRC60

74.5

62.19

2.236 × 10–3

3.741 × 104

0.216

M-5

HFRC70

81.0

68.45

2.261 × 10–3

3.825 × 104

0.210

M-6

HFRC80

92.4

73.29

2.287 × 10–3

3.873 × 104

0.206

M-7

HFRC60

74.5

62.19

2.236 × 10–3

3.741 × 104

0.216

M-8

HFRC70

81.0

68.45

2.261 × 10–3

3.825 × 104

0.210

M-9

HFRC80

92.4

73.29

2.287 × 10–3

3.873 × 104

0.206