N=290 |
"Wyznaczanie kształtu profilu statecznego metodą Masłowa Fp" |
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wysokość skarpy |
H [m] |
14,8 |
kąty w [rad] |
tangensy |
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kąt nachylenia skarpy |
α [°] |
38 |
0,663225115757845 |
0,781285626506717 |
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kąt tarcia wewnętrznego |
∅ [°] |
18,45 |
0,322013246992954 |
0,333625239563151 |
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spójność |
Cu [kN/m2] |
26,3 |
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ciężar objętościowy gruntu |
γ [kN/m3] |
19 |
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Numer warstwy obliczeniowej |
Miąższosć warstwy obliczeniowej [m] |
Głębokość środka warstwy hi [m] |
Kąt tarcia wewn. ∅ui [°] |
tg (∅ui) |
Ciężar obj. gruntu γoi [kN/m3] |
Spójność cui [kPa] |
Napr. dla środka warstwy δni [kN/m2] |
tg(ѱi) |
ѱ(i) [°] |
Długość podstawy w warstwie ai [m] |
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1 |
0,987 |
0,493 |
18,450 |
0,334 |
19,000 |
26,300 |
9,373 |
3,139 |
72,332 |
0,314 |
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2 |
1,973 |
1,973 |
18,450 |
0,334 |
19,000 |
26,300 |
37,493 |
1,035 |
45,988 |
1,906 |
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3 |
2,960 |
4,440 |
18,450 |
0,334 |
19,000 |
26,300 |
84,360 |
0,645 |
32,838 |
4,586 |
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4 |
3,947 |
7,893 |
18,450 |
0,334 |
19,000 |
26,300 |
149,973 |
0,509 |
26,976 |
7,754 |
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5 |
4,933 |
12,333 |
18,450 |
0,334 |
19,000 |
26,300 |
234,333 |
0,446 |
24,030 |
11,065 |
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∑ai |
25,626 |
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tgα |
0,781 |
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ѱ(i) [rad] |
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tgβ |
0,578 |
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1,262 |
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β[rad] |
0,524 |
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0,803 |
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β [°] |
30,008 |
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0,573 |
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F |
0,739 |
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0,471 |
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F<1 => skarpa niestateczna |
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0,419 |
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F - współczynnik stateczności skarpy |
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ѱ(i) - nachylenie równostateczne |
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β - kąt skarpy równostatecznej |
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