Table 2 Number and corresponding probability of deep foundation pit construction accidents in metro stations from 2000 to 2023.

From: Coupling analysis of multiple risk factors in deep foundation pit construction of metro station based on the N-K/SNA model

Type of coupling

Risk factor

Accident code

Accident count

Accident probability

Type of coupling

Risk factor

Accident code

Accident count

Accident probability

Single-factor coupling

-

P00000

0

0.0000

Multi-factor coupling

p-w-m

P11100

5

0.0254

p

P10000

7

0.0355

p-w-e

P11010

9

0.0457

w

P01000

4

0.0203

p-w-t

P11001

2

0.0102

m

P00100

1

0.0051

p-m-e

P10110

15

0.0761

e

P00010

12

0.0609

p-m-t

P10101

2

0.0102

t

P00001

3

0.0152

p-e-t

P10011

5

0.0254

Double-factor coupling

p-w

P11000

9

0.0457

w-m-e

P01110

4

0.0203

p-m

P10100

1

0.0051

w-m-t

P01101

3

0.0152

p-e

P10010

3

0.0152

w-e-t

P01011

2

0.0102

p-t

P10001

8

0.0406

m-e-t

P00111

4

0.0203

w-m

P01100

3

0.0152

p-w-m-e

P11110

17

0.0863

w-e

P01010

3

0.0152

p-w-m-t

P11101

14

0.0711

w-t

P01001

3

0.0152

p-w-e-t

P11011

16

0.0812

m-e

P00110

1

0.0051

p-m-e-t

P10111

12

0.0609

m-t

P00101

3

0.0152

w-m-e-t

P01111

4

0.0203

e-t

P00011

2

0.0102

p-w-m-e-t

P11111

20

0.1015