下落高度(m)

落石冲击力(kN)

误差分析(%)

隧道手册F₁

杨其新方法F₂

日本方法F₃

瑞士方法F₄

数值方法F₅

${\zeta }_1$

${\zeta }_2$

${\zeta }_3$

${\zeta }_4$

1

1.7

48.7

88.3

57.7

81.6

98.1

44.0

1.5

33.7

2

2.3

69.4

133.9

87.5

113.8

98.0

39.0

17.7

23.1

3

2.9

85.3

170.7

111.6

148.4

98.1

42.5

15.0

24.8

4

3.3

98.6

202.9

132.6

165.2

98.0

40.3

22.8

19.7

5

3.7

110

231.9

151.6

182.6

98.0

39.8

27.0

17.0

6

4

120.9

258.7

169.1

196

98.0

38.3

32.0

13.7