데이터 확인바랍니다.
Project BH1번 적용-
Soil 1 자갈층
4.9 1.8 0.9 0.0 24.0 1523
2 실트층
10.8 1.8 0.9 0.5 28.0 900
3 모래층
22.1 1.8 0.9 0.0 30.0 2750
4 풍화암
22.4 2.0 1.1 3.0 37.0 4500.0
5 연암
35.0 2.1 1.2 5.0 45.0 6000.0

vwall 1 26.0 1.00 0.0833 2300000.0 1.0 1.0

slab 1 0.00 0.40 8.0
2 10.0 0.30 8.0
3 20.0 1.80 8.0

strut 1 0.90 0.01198 8.5 4.6 10
2 3.60 0.01198 8.5 4.6 10
3 6.30 0.02396 8.5 4.6 30
4 9.00 0.02396 8.5 4.6 30
5 11.37 0.02396 8.5 4.6 30
6 13.77 0.02396 8.5 4.6 30
7 16.27 0.03616 8.5 4.6 30
8 18.77 0.03616 8.5 4.6 30

division 0.2
output 0
Step 1 excavation to 1.4
iteration 10 0.1
rankine 1.0 0.0 50
Surcharge 1.0
excavation 1.4

Step 2 excavation to 4.1 & const strut 1
gwl 3.75
excavation 4.1
const strut 1

Step 3 excavation to 6.8 & const strut 2
excavation 6.8
const strut 2

Step 4 excavation to 9.5 & const strut 3
excavation 9.5
const strut 3

Step 5 excavation to 11.87 & const strut 4
excavation 11.87
const strut 4

Step 6 excavation to 14.27 & const strut 5
excavation 14.27
const strut 5

Step 7 excavation to 16.77 & const strut 6
excavation 16.77
const strut 6

Step 8 excavation to 19.27 & const strut 7
excavation 19.27
const strut 7

step 9 excavation to 21.77 & const strut 8
excavation 21.77
const strut 8
insertion check
ground settlement

Step 10 const slab 3
const slab 3

Step 11 const slab 2
const slab 2

Step 12 remove strut 8 7 6 5
remove strut 8
remove strut 7
remove strut 6
remove strut 5

Step 13 const slab 1
const slab 1

Step 14 remove strut 4 3 2 1
remove strut 4
remove strut 3
remove strut 2
remove strut 1

Step 15 long term check
gwl 3.7
Rankine 0.0 1.0


End