sunex를 사용하는 사람인데요..
아직까지 수압적용에 대해 완전히 이해가 안가서요.
data 검토 부탁드립니다..죄송합니다..
그리고 해체검토시 수압은 적용하지 않아도 되는건지요?..

soil 1 매립층
2.5 1.7 0.8 0 25 1750 -1
2 모래층
5.7 1.7 0.8 0 27 2010 -1
3 모래질자갈층
9.5 1.7 0.8 0 29 2230 -1
4 풍화토
15.5 1.8 0.9 0 31 2420 -1
5 풍화암
21.5 1.9 1.0 2 38 3400 -1
6 연 암
22.0 2.0 1.1 3 39 3500

vwall 1 16.5 0.03454 0.000397 21000000 1.0 1.0
2 21.66 0.008336 0.000133 21000000 1.6 0.4

strut 1 0.86 0.01198 6.5 5.0 5
2 3.16 0.01198 6.5 5.0 5
3 5.66 0.01198 6.5 5.0 5
4 8.16 0.01198 6.5 5.0 5
5 10.66 0.01198 6.5 5.0 5
6 13.16 0.01198 6.5 5.0 5
7 15.66 0.01198 6.5 5.0 5

division 0.2
NO-ECHO

*
step 1 excavation to 1.36
output 0
iteration 10 0.1
rankine 1.0 0 30
load 3.0 1.0 10.0 20.0 10.0
surcharge 1.2
excavation 1.36

step 2 excavation to 3.66 and const strut 1
const strut 1
exca 3.66

step 3 excavation to 6.16 and const strut 2
const strut 2
exca 6.16
water pressure 5.7 0.0 6.16 0.46 17.5 0.0

step 4 excavation to 8.66 and const strut 3
const strut 3
exca 8.66
water pressure 5.7 0.0 8.66 2.96 17.5 0.0

step 5 excavation to 11.16 and const strut 4
const strut 4
exca 11.16
water pressure 8.16 0.0 11.16 3.0 17.5 0.0

step 6 excavation to 13.66 and const strut 5
const strut 5
exca 13.66
water pressure 10.66 0.0 13.66 3.0 17.5 0.0

step 7 excavation to 16.16 and const strut 6
const strut 6
exca 16.16
water pressure 13.16 0.0 16.16 3.0 17.5 0.0

step 8 excavation to 18.16 and const strut 7
const strut 7
exca 18.16
water pressure 16.16 0.0 17.5 1.34 17.5 0.0
ground settlement
depth check
END