대우2005-560
스탭11의 결과값과 스탭12의 결과치가 큰차이가 없어서 문의 드립니다

PROJECT TYPE-H-re STA. 0K+615.70~627.00 (BH-44,45, 627.00)

SOIL 1 매립층
6.6 1.8 0.9 0.0 30 1920
2 충적층(GM)
14.3 1.9 1.0 0.0 35 3280
3 풍화암
15.4 2.1 1.2 3.0 33 8600
4 연 암
21.4 2.3 1.4 5.0 35 28800
5 경 암
30.0 2.6 1.7 20.0 40 83200

VWALL 1 14.80 0.019100 0.000226 21000000 1.0 1.0 1.00 ;SHEET PILE
2 21.40 0.009218 0.000108 21000000 1.6 0.75 0.25 ;H-250x250x9x14

STRUT 1 1.80 0.01348 4.2 2.8 0.0
2 3.80 0.01348 4.2 2.8 0.0
3 5.80 0.01348 4.2 2.8 0.0
4 7.90 0.01348 4.2 2.8 0.0
5 10.10 0.01348 4.2 2.8 0.0
6 12.30 0.01348 4.2 2.8 0.0
7 14.60 0.01348 4.2 2.8 0.0
8 16.90 0.01348 4.2 2.8 0.0

SLAB 1 19.16 0.74 10.0 0
2 12.90 0.60 10.0 0

WALL 1 18.61 19.16 1.0 0
2 15.61 18.61 0.6 0
3 12.90 15.61 0.6 0

DIVISION 0.2

STEP 1 excavation to 2.30
rankine 1.0 0.0 0.0
iteration 10 0.1
gwl 8.3
surcharge 1.3
excavation 2.30

STEP 2 strut 1 & exca 4.3
const strut 1
excavation 4.3

STEP 3 strut 2 & exca 6.3
const strut 2
exca 6.3

STEP 4 strut 3 & exca 8.40
const strut 3
exca 8.40

STEP 5 strut 4 & exca 10.60
const strut 4
exca 10.60

STEP 6 strut 5 & exca 12.80
const strut 5
exca 12.80

STEP 7 strut 6 & exca 15.1
water pressure 8.3 0.0 14.3 6.0 15.4 0.0
const strut 6
exca 15.1

STEP 8 strut 7 & exca 17.40
water pressure 8.3 0.0 14.3 6.0 15.4 0.0
const strut 7
exca 17.40

STEP 9 strut 8 & exca 19.9
const strut 8
exca 19.9
ground settlement
insertion check

STEP 10 CONST SLAB 1,WALL 1 & REMOVE STRUT 8
CONST SLAB 1
CONST WALL 1
REMOVE STRUT 8

STEP 11 CONST SLAB -,WALL 2 & REMOVE STRUT 7
CONST WALL 2
REMOVE STRUT 7

STEP 12 CONST SLAB 2,WALL 3
CONST WALL 3
CONST SLAB 2

end