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Table 5 Orthogonal design table for numerical simulation.

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

Model number

Thickness-to-diameter ratio

Design strength of hybrid-fiber-reinforced concrete

Nonuniform pressure coefficient

M-1

0.1

HFRC60

0.1

M-2

0.1

HFRC70

0.2

M-3

0.1

HFRC80

0.3

M-4

0.15

HFRC60

0.2

M-5

0.15

HFRC70

0.3

M-6

0.15

HFRC80

0.1

M-7

0.2

HFRC60

0.3

M-8

0.2

HFRC70

0.2

M-9

0.2

HFRC80

0.1