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project 개착시점부(STA14k646~14k720)

soil 1 매립토층
4.2 1.7 0.8 0.0 28 2000 -1
2 퇴적토층
8.2 1.8 0.9 0.0 33 2500 -1
3 퇴적토층
14.2 1.9 1.0 0.0 34 3000 -1
4 풍화암
18.7 2.0 1.1 2.0 40 4000 -1
5 연암
30.2 2.2 1.3 4.0 43 4500 -1

vwall 1 17.92 0.01348 0.000215 21000000 1.5 0.915

strut 1 0.520 0.02696 7.0 4.8 5
2 1.640 0.02696 7.0 4.8 5
3 4.390 0.02696 7.0 4.8 5
4 5.940 0.02696 7.0 4.8 5
5 7.520 0.02696 7.0 4.8 5
6 9.520 0.02696 7.0 4.8 5
7 11.520 0.02696 7.0 4.8 5
8 13.520 0.02696 7.0 4.8 5

division 0.2

output 1

step 1 excavation 1.00
iteration 10 0.1
water pressure 4.1 0.0 14.2 6.06 15.0 0.0
rankine 1.0 0.0
surcharge 1.5
excavation 1.00
output 1 0 0 0

step 2 excavation 2.0 & strut 1
const strut 1
exca 2.0

step 3 excavation 4.8 & strut 2
const strut 2
exca 4.8

step 4 excavation 6.5 & strut 3
const strut 3
exca 6.5

step 5 excavation 8.0 & strut 4
const strut 4
exca 8.0

step 6 excavation 10.0 & strut 5
const strut 5
exca 10.0

step 7 excavation 12.0 & strut 6
const strut 6
exca 12.0

step 8 excavation 14.0 & strut 7
const strut 7
exca 14.0

step 9 excavation 15.92 & strut 8
const strut 8
exca 15.92

step 10 insertion check & ground settle
ground settlement
insertion check

end