. \ \PREZFXLA PIERWOTNE
N aPRĘZENIA WTÓRNE (ODPRĘŻENIE WARSTWY GRUNTU OD WYKOPU)
- tp
NAPRĘŻENIA MINIMALNE
_ N APREZENU od obciążenia zewnętrznego
_ naprężenia dodatkowe
Poziom Z |
h |
7 |
z |
Z IB |
^lm |
Gzr*r\ |
n* |
<*Z |
CXrD |
Mw |
M, |
a2D*r |
® zpir |
h, |
S‘i |
s | |
Si | |||
m |
m |
kN/m3 |
k Pa |
m |
kPa |
kPa |
kPa |
kPa |
kPa |
kPa |
kPa |
kPa |
kPa |
cm |
cm |
cm |
cm | |||
0.00 |
0.0 |
0.0 |
0.000 |
33000 |
36667 | |||||||||||||||
1.00 |
,0 |
1 21.0 |
21.000 |
0.0 |
0.000 |
1,00 |
21.000 |
0.000 |
1,00 |
82.622 |
82.622 |
61,622 | ||||||||
1.7 |
0.7 |
21.0 - |
35.700 |
0.7 |
0.233 |
0,96 |
20.160 |
15.540 |
0.87 |
71,881 |
87,421 |
51.721 |
56.672 |
20.580 |
70 |
0.120 |
0.039 |
0,160 | ||
32 |
1.5 |
22.0 |
68.700 |
22 |
0.733 |
0.71 |
14,910 |
53.790 |
0.61 |
50,399 |
104.189 |
35.489 |
37000 |
41111 |
43,605 |
17.535 |
150 |
0.177 |
0.064 |
0.241 |
42 |
1.0 |
19.0 |
67,700 |
3 2 |
1,067 |
0.51 |
10,710 |
76,990 |
0.47 |
38.832 |
115,822 |
28.122 |
1 *3 nnnn |
144444 |
31.806 |
12,810 |
100 |
0.024 |
0,009 |
0,033 |
5 2 |
1.0 |
19.0 |
106 700 |
4 2 |
1.400 |
0.42 |
8.820 |
97,880 |
0.39 |
32,223 |
130.103 |
23.403 |
loUUUU |
25.762 |
9.765 |
100 |
0,020 |
0,007 |
0.027 | |
0,460 |
U 'u runek pienesz}’:
s<sdop
0,46 cm<10 cm ozd<0i3 o2pmłx
Warunek drugi:
Dopuszczalne średnie osiadanie s^lOcm Osiadanie rzeczywiste s=0.46cm
0^=23.403 kPa
o
«„»= 106.700 kPa
23,403 kPa <32,01 kPa