project 막장 가시설 안정성 검토

soil 1 매립토
2.7 1.80 0.90 0.0 30 1300
2 실트층
12.1 1.85 0.95 1.0 15 1000
3 자갈
15.9 1.9 1.0 1.5 35 7000
4 풍화토
16.8 2.0 1.1 2.0 30 5000
5 풍화암
50.0 2.1 1.2 5.0 33 15000

vwall 1 25.9 134.8e-4 21500e-8 21000000 1.8 0.6

strut 1 0.55 0.01348 9.0 2.7 5
2 1.75 0.01348 9.0 2.7 5
3 5.27 0.01348 8.4 2.2 5
4 6.87 0.01348 8.4 2.2 5
5 8.40 0.01348 8.4 2.2 5
6 10.00 0.01348 8.4 2.2 5
7 12.00 0.01348 8.4 2.2 5
8 14.58 0.01348 8.4 2.2 5
9 15.82 0.01348 8.4 2.2 5
10 18.65 0.01348 8.4 2.2 5
11 20.95 0.01348 8.4 2.2 5

division 0.2
output 0
*

step 1 excavation to 1.05
exca 1.05
iteration 20 0.01
rankine 1.0 0.0 50
surcharge 1.5
gwl 1.00 1.05 1.0

step 2 excavation to 2.25 strut 1
const strut 1
exca 2.25
gwl 1.00 2.25 1.0

step 3 excavation to 5.8 and strut 2
const strut 2
exca 5.8
gwl 2.8 5.8 1.0

step 4 excavation to 7.4 and strut 3
const strut 3
exca 7.4
gwl 4.4 7.4 1.0

step 5 excavation to 8.9 and strut 4
const strut 4
exca 8.9
gwl 5.9 8.9 1.0

step 6 excavation to 10.5 and strut 5
const strut 5
exca 10.5
gwl 7.5 10.5 1.0

step 7 excavation to 12.5 and strut 6
const strut 6
exca 12.5
gwl 9.5 12.5 1.0

step 8 excavation to 15.1 and strut 7
const strut 7
exca 15.1
gwl 12.1 15.1 1.0

step 9 excavation to 16.3 and strut 8
const strut 8
exca 16.3
gwl 13.3 16.3 1.0

step 10 excavation to 19.15 and strut 9
const strut 9
exca 19.15
gwl 16.15 19.15 1.0

step 11 excavation to 21.45 and strut 10
const strut 10
exca 21.45
gwl 18.45 21.45 1.0

step 12 excavation to 23.9 and strut 11
const strut 11
exca 23.9
gwl 20.9 23.9 1.0

step 13 excavation to 23.9
Peck 0 0 0 0
ground settlement
insertion check
long term check

END