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대우2005-560

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버팀최대축력 69.2ton 정도였는데...........
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PROJECT Type-8-1 STA. 0K+370.000 ~ 0K+403.966(BH-41-370)

SOIL 1 매립층
0.8 1.8 0.9 0.0 30 1920
2 충적층(SM)
8.1 1.9 1.0 0.0 35 3280
3 충적층(GM)
10.8 1.8 0.9 0.0 33 2400
4 풍화토
12.8 2.0 1.1 1.5 33 4090
5 풍화암
14.20 2.1 1.2 3.0 33 8600
6 연 암
20.00 2.3 1.4 5.0 35 28800

VWALL 1 13.3 0.019100 0.000226 21000000 1.0 1.0 1.0
2 14.8 0.009218 0.000108 21000000 1.6 0.725 0.25 ;H-250x250x9x14

STRUT 1 1.4 0.01348 4.2 2.0 0.0
2 3.3 0.01348 4.2 2.0 0.0
3 5.3 0.01348 4.2 2.0 0.0
4 7.4 0.01348 4.2 2.0 0.0
5 9.3 0.01348 4.2 2.0 0.0

DIVISION 0.1

STEP 1 excavation to 1.9
rankine 1.0 0.0
iteration 10 0.1
GWL 1.3
surcharge 1.3
excavation 1.9

STEP 2 strut 1 & exca 3.8
const strut 1
exca 3.8

STEP 3 strut 2 & exca 5.8
const strut 2
exca 5.8

STEP 4 strut 3 & exca 7.9
const strut 3
exca 7.9

STEP 5 strut 4 & exca 9.8
const strut 4
exca 9.8

STEP 6 strut 5 & exca 11.3
const strut 5
exca 11.3
ground settlement
insertion check

STEP 7 Peck check
Peck 0.65 0.0 0.0
end