데이터
2006-03-24
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E C H O O F I N P U T D A T A
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Project han2 (H=11.58, SECTION c-c, BH-2)
soil 1 FILL(N=8/30)
2.3 1.8 0.8 0.0 25 1600 -1
2 SANDY GRAVEL(N=21/30)
6.0 1.8 0.8 0.0 31 2378 -1
3 Wearthered Soil(N=25/30)
6.5 1.8 0.8 0.0 32 2553 -1
4 Soft Rock
15.0 2.1 1.1 2.0 37 3090
vwall 1 7.00 345.42E-4 0.00039728 2.1E7 1.0 1.0
2 14.08 83.36E-4 0.000133 2.1E7 1.6 0.6 0.2
anchor 1 1.11 3.9484E-4 40 8.0 1.6 12
2 3.41 3.9484E-4 40 6.5 1.6 16
3 5.71 3.9484E-4 40 5.5 1.6 24
4 8.01 3.9484E-4 40 4.5 1.6 28
5 10.31 3.9484E-4 40 4.0 1.6 32
slab 1 10.60 0.98 10
2 7.30 0.20 10
3 5.00 0.20 10
4 1.00 0.20 10
wall 1 10.60 11.58 0.50 0
2 7.30 10.60 0.50 0
3 5.00 7.30 0.50 0
4 1.00 5.00 0.50 0
5 0.00 1.00 0.50 0
division 0.2
step 1 excavation to 1.61
iteration 20 0.1
rankine 1.0 0.0 50
surchage 2.0
gwl 2.5 2.5 1.0
excavation 1.61
output 0
step 2 excavation to 3.91 anchor 1
const anchor 1
gwl 2.50 3.91 1.0
excavation 3.91
step 3 excavation to 6.21 anchor 2
const anchor 2
gwl 4.98 6.21 1.0
excavation 6.21
step 4 excavation to 8.51 anchor 3
const anchor 3
gwl 6.50 8.51 1.0
excavation 8.51
step 5 excavation to 10.81 anchor 4
const anchor 4
gwl 6.50 10.81 1.0
excavation 10.81
step 6 excavation to 11.58 anchor 5
const anchor 5
gwl 6.50 11.58 1.0
excavation 11.58
insertion check
ground settlement
step 7 wall 1 ; slab 1
const wall 1
const slab 1
step 8 slab at 10.60 and 7.30 remove anchor 4,5
remove anchor 5
remove anchor 4
step 9 slab at 10.60 and 7.30
const slab 2
const wall 2
gwl 6.5 11.58 1.0
step 10 slab at 7.30 and 5.0 remove anchor 3
remove anchor 3
step 11 slab at 7.30 and 5.00
const slab 3
const wall 3
gwl 4.98 11.58 1.0
step 12 slab at 5.00 and 0.0 remove anchor 1,2
remove anchor 2
remove anchor 1
step 13 slab at 5.0 and 0.0
const slab 4
const wall 4
const wall 5
gwl 2.0 11.58 1.0
step 14 long term check
rankine 0.5 0.5
const wall 5
end
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