Tablica 11.3
1.21 F,
234.1
184,9
1.27 Fj
1,27
Obliczanie stateczności zbocza uproszczony metody Bisliopa
Bloki |
szero kość bloku Im] |
wyso kość bloku Im] |
ii TT |
sina, = = xJR |
[stop nie] |
łysina, [kN] |
wysokość poziomu piczome- irycznego [ml |
ut = = yA, [kPa] |
b,u, |
»i + ~btui [kN] |
<*V -v<) tg<D' [kN| |
c'bi [kN] |
(12) + + 03) (kN] |
Mi(a) dla F = = 1.0 |
(14): : (15) [kN] |
W«.) dla F, |
(14): : (17) IkN] |
A'.» dla F2 |
(14): : (19) fkN] |
1 |
2 |
3 |
4 |
5 |
6 |
7 |
8 |
9 |
10 |
11 |
12 |
13 |
14 |
15 |
16 |
17 |
18 |
19 |
20 |
1 |
0,5 |
0.30 |
3,0 |
-0.14 |
-8.0 |
-0.4 |
0 |
0 |
0 |
3.0 |
1.9 |
2,0 |
3.9 |
0,90 |
4.3 |
0.91 |
4.3 |
0,91 |
4.3 |
2 |
1.0 |
0,97 |
19,2 |
-0.06 |
-3.4 |
-1.2 |
0 |
0 |
0 |
19.2 |
12.0 |
4.0 |
16.0 |
0.95 |
16,8 |
0.97 |
16.5 |
0.97 |
16.5 |
3 |
1.0 |
1.60 |
31,7 |
0.06 |
3.4 |
1.9 |
0.73 |
7.3 |
7.3 |
24.4 |
15,2 |
4.0 |
19.2 |
1.03 |
18.6 |
1.02 |
18.8 |
1.02 |
18,8 |
4 |
1.0 |
2,20 |
43.6 |
0.18 |
10.4 |
7.8 |
1.13 |
11.3 |
11.3 |
32,3 |
20.2 |
4.0 |
24.2 |
1,10 |
22.0 |
1,08 |
22.4 |
1.08 |
22.4 |
5 |
1.0 |
2.60 |
51,5 |
0.29 |
16.9 |
14.9 |
1.57 |
15,7 |
15.7 |
35.8 |
22.4 |
4.0 |
26.4 |
1.14 |
23.2 |
1.10 |
24,0 |
1,10 |
24.0 |
6 |
1.0 |
3,05 |
60.4 |
0.41 |
24.2 |
24.8 |
1.62 |
16.2 |
16,2 |
44,2 |
27.6 |
4.0 |
31.6 |
1.19 |
26,6 |
1.13 |
28,0 |
1.13 |
28.0 |
7 |
1.0 |
3.04 |
60,2 |
0.53 |
32.0 |
31.9 |
1.42 |
14.2 |
14.2 |
46,0 |
28.7 |
4.0 |
32,7 |
1.19 |
27.5 |
1.13 |
28.9 |
1,13 |
28,9 |
8 |
1,0 |
2,97 |
58.8 |
0.65 |
40.5 |
38.2 |
1.03 |
10.3 |
10,3 |
48.5 |
30.3 |
4.0 |
34,3 |
1,18 |
29.1 |
1.10 |
31.2 |
1.10 |
31.2 |
9 |
1.0 |
2.65 |
52,5 |
0.76 |
49.5 |
39.9 |
0,25 |
2.5 |
2.5 |
50.0 |
31.2 |
4.0 |
35.2 |
1.11 |
31.7 |
1.04 |
33.8 |
1.04 |
33.8 |
10 |
l.l |
1.43 |
31.1 |
0,87 |
60,5 |
27.1 |
0 |
0 |
0 |
31,1 |
19.4 |
4.4 |
23.8 |
1.02 |
23,3 |
0,91 |
26.2 |
0.90 |
26.4 |
£ |
184.9 |
223,1 |
234.1 |
234.3 |
Odległości x( mierzy się od pionu poprowadzonego przez środek obrotu i przyjmuje sic z minusem, jeżeli xt odpowiada niższej części skarpy.