013(1) 2

Obliczeni* stateczności skarp)

J ^ei	CCS P, H	[kN]	sin 0| [-]	^5' [kN]	AA, [ra]	— Y / [kN • rrf~']	r„ [kN]	^r. [m]	r»'i [kN mj	4 [nr]	i i-j
1	0.485	12.8	8.875	23.1	o-i	1.0	0.7	4.0	3.2	-	i
5	0.656	25.7	*0.755	29.5	0.1	1.0	2.0	5.1	10.2	-	•*y
1	0.755	29.5	0.656	34.4	0.2	2.0	6.0	5.7	34.2 | -		3'
2	0,848	51.6	0.530	32.3	0.2	2.0	7.0	5.9	413	-	4 i
5	0.906	62.S	0.423	29.3	03	3.0	10.5	6.2	65.1	1.1 "	‘ ~5
S	0.951	63.9	0.309	20.8	03	3.0	9.6	6,3	60.5	f.y'	6
1	0.982	56.1	0.191	10.9	0.4	4.0	113	6.4	71.7	^_L.0	7
>	0.998	46.1	0.070	3.2	0.5	5.0	11.5	6.5	74.6	LÓ	8
4	0.998	30.6	-0.070	-2.1	0.6	6.0	10.8-	6,7	72.4	-	9
1	0.982	17.5	-0.191	-3 A	0.7	7.0	8.4	7.1	-59.6	1.0	10
8	0.951	9.3	-0309	-3.0	-	-		-	-	U	H
'%	0.906	8.0	-0.423	-3.7		"	-	-	-	1.1	12
2 | 0.S4E		3.3	-0.530	-2.1	-	-	-	-	-	-	13
i*4 T .V. - .V)3 = 132,9 kN /-i				169.2	1*12 Y N{ - 294,3 kN i-5				/ 493.0	8.4	-

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