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* 인천국제공항 활주로구간 철도건설 노반공사

project Type-13구간

soil 1 Fill
1.80 0.90 0.00 30.0 2500
2 Clay
1.70 0.80 1.50 15.0 1600
3 Clay
1.70 0.80 1.50 15.0 2100
4 Clay
1.80 0.90 2.50 20.0 2300
5 Residual Soil
1.80 0.90 1.00 25.0 3200
6 Weathered Rock
2.0 1.00 4.00 40.0 3500

profile 1 3.62 1 1
2 11.12 2 2
3 16.62 3 3
4 24.12 4 4
5 31.62 5 5
6 50.00 6 6

vwall 1 31.22 0.01348 0.0002150 21000000 1.6 0.9 0.3

Strut 1 0.80 0.02355 7.70 2.30
2 3.22 0.01198 7.70 2.30
3 5.72 0.01739 7.70 2.30
4 8.22 0.01739 7.70 2.30
5 10.72 0.01739 7.70 2.30
6 12.97 0.01739 7.70 2.30

anchor 7 14.97 0.00069097 45 10.0 1.6


division 0.4
output 0
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step 1 excavation to 1.3
iteratin 10 0.1
rankine 1.0 0.0
surcharge 1.0
gwl 3.72 3.72 0.7
excavation 1.3

step 2 strut 1
const strut 1

step 3 excavation to 3.72
exca 3.72
gwl 3.72 3.72 0.7

step 4 strut 2
const strut 2

step 5 excavation to 6.22
exca 6.22
gwl 3.72 6.22 0.7

step 6 strut 3
const strut 3

step 7 excavation to 8.72
exca 8.72
gwl 3.72 8.72 0.7

step 8 strut 4
const strut 4

step 9 excavatio to 11.22
exca 11.22
gwl 3.72 11.22 0.7

step 10 strut 5
const strut 5

step 11 excavation to 13.47
exca 13.47
gwl 3.72 13.47 0.7

step 12 strut 6
const strut 6

step 13 excavation to 17.22
exca 17.22
gwl 3.72 17.22 0.7

step 14 anchor 7
const anchor 7
ground settlement
insertion check


END