Table 2 Statistical analysis of the maximum lateral wall deflection position.

From: Characteristics stochastic analysis of long and narrow deep excavations under soil spatial variability

Working conditions

Hhm = − 8 m

Counts

Hhm = − 9 m

Counts

Hhm = − 10 m

Counts

Hhm = − 11 m

Counts

Hhm = − 10 m

Probability

N-1

0

0

1000

0

100.0%

N-2

0

0

1000

0

100.0%

N-3

0

2

998

0

99.8%

N-4

0

7

993

0

99.3%

N-5

0

0

986

14

98.6%

F-1

0

4

995

1

99.5%

F-2

0

5

989

6

98.9%

F-3

8

8

978

14

97.8%

F-4

10

30

946

14

94.6%

F-5

10

22

939

29

93.9%

E-1

0

0

1000

0

100.0%

E-2

0

0

998

2

99.8%

E-3

0

0

987

13

98.7%

E-4

5

0

960

35

96.0%

E-5

0

5

958

37

95.8%

Y-1

0

0

1000

0

100.0%

Y-2

0

0

999

1

99.9%

Y-3

0

1

998

1

99.8%

Y-4

2

5

993

0

99.3%

Y-5

3

6

991

0

99.1%