NOŚNOŚĆ PALI ZWIESZONYCH W RÓŻNYCH PRZYPADKACH GRUNTOWYCH NA ŚWIECIE
Założenia wstępne:
długość pala 100m
średnica pala- 1,0m
pole powierzchni pobocznicy pala Ap- 314m2
1. Posha-kola IRAN
Co, min = 8, 0 kPa
Co, max = 10, 0 kPa
$$q = \frac{C_{0}}{\propto}$$
$$q_{\min} = \frac{8,0\text{kPa}}{0,7} \bullet 314m^{2} = 3,59\text{MN}$$
$$q_{\max} = \frac{10,0\text{kPa}}{0,7} \bullet 314m^{2} = 4,49\text{MN}$$
2. Ateny- GREECE
Co, min = 40 kPa
Co, max = 90 kPa
$$q = \frac{C_{0}}{\propto}$$
$$q_{\min} = \frac{40,0\text{kPa}}{0,58} \bullet 314m^{2} = 21,66\text{MN}$$
$$q_{\max} = \frac{90,0\text{kPa}}{0,35} \bullet 314m^{2} = 80,74\text{MN}$$
3. Corinth- GREECE
Co, min = 0 kPa
Co, max = 300 kPa
$$q = \frac{C_{0}}{\propto}$$
$$q_{\max} = \frac{300,0\text{kPa}}{0,35} \bullet 314m^{2} = 269,1\text{MN}$$
4. ENGLAND
Co, min = 2, 34kPa
Co, max = 91 kPa
$$q = \frac{C_{0}}{\propto}$$
$$q_{\min} = \frac{2,34,0\text{kPa}}{0,7} \bullet 314m^{2} = 1,00\text{MN}$$
$$q_{\max} = \frac{90,0\text{kPa}}{0,35} \bullet 314m^{2} = 80,74\text{MN}$$
6. SPAIN
Co, min = 20 kPa
Co, max = 60 kPa
$$q = \frac{C_{0}}{\propto}$$
$$q_{\min} = \frac{20,0\text{kPa}}{0,7} \bullet 314m^{2} = 8,97\text{MN}$$
$$q_{\max} = \frac{60,0\text{kPa}}{0,42} \bullet 314m^{2} = 44,86\text{MN}$$