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0,3 0,3 1=4/1
0,2 3=5/6
- . . 0,3 4=16/15
0,2 5=7/2
0,1 0,2 6=3/2
0,1 7=31/32
0,1 8=8/2
0,2 9=1-30/29
0,2 10=1-25/21
0,2 11=1-26/24
0,1 0,3 44 V12 = 2 X ( )* ()/ XI =33
52 V13 = 2 X ( )* ()/ =45
0,2 14=3/2
0,2 15=20/19
0,5 0,3 16=62/61
0,4 17=64/61
0,2 18=66/65
0,2 19=68/67
0,5 0,4 20=11/2
0,3 21=12/2
0,3 22=13/2
0,15 - 0,2 23=28/27
0,3 24=54/53
0,1 58 V 25 = 2 X ( )* 1()/ =55
0,3 26=14/2
0,1 27=59/60
0,15 0,3 28=18/17
0,4 29=9/2
0,3 V 30 = = 2 X(j)* 2(j)/3*Xi 3=69
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= 2,17-0,35X1-0,33X2-0,30X3-0,31X4-0,42X5,
= 0,40+0,25X1+0,17X2+0,17X3+0,21X4+0,28X5, (2)
= 1,19-,.05X1-0,06X2-0,05X3-0,05X4-0,07X5, - , , %; 1 - ; 2 - ; 3 - ; X4 - ; 5 - .
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4. ї 2008 .
S. Shulgenko
Methodological basis of ranging environmental and economical risks andforecasting their influence upon reliability of engineering preparation
Raising efficiency of construction industry realizes at the basis of improving quality characteristics of territorial engineering preparation. One of the directions this process is taking into account influencing environmental and economical risks at the preparation phase and during realization of providing requisite industrial conditions.
Key words: prognosis, influence of factors, engineering prepare, economical and environmental risks.
17.03.2010