加固范围

沉降值(mm)

A(m)

B(m)

隧道拱顶

降低百分比

建筑物

降低百分比

0

0

40.29

8.81

8.5

8.5

20.86

48.23%

5.54

37.12%

7.5

7.5

21.33

47.06%

5.88

33.26%

6.5

6.5

21.94

45.54%

6.25

29.06%

3

3

27.79

31.03%

8.28

6.02%

8.5

3

24.39

39.46%

6.82

22.59%

7.5

3

22.78

43.46%

6.72

23.72%

6.5

3

24.77

38.52%

7.34

16.69%

8.5

7.5

21.04

47.78%

5.67

35.64%

8.5

6.5

21.31

47.11%

5.83

33.83%

7.5

6.5

21.58

46.44%

6.05

31.33%

8.5

0

30.65

23.93%

6.92

21.45%

7.5

0

30.81

23.53%

7.19

18.39%

6.5

0

31.02

23.01%

7.47

15.21%

3

0

33.52

16.80%

8.81

0.00%