수압적용에 대한 문의사항입니다..
2006-03-23
안녕하십니까.
Sunex 담당자 정우철입니다.
다음과 같이 입력하시면 됩니다.
STEP 9 CONSTRUCTION STRUT 8 AND EXCAVATION TO 19.605
CONSTRUCTION STRUT 8
EXCAVATION 19.605
WATER 16.605 0.0 17.170 0.565 19.170 0.0
STEP 10 CONSTRUCTION STRUT 9 AND EXCAVATION TO 22.205
CONSTRUCTION STRUT 9
EXCAVATION 22.205
WATER 30 0.0 31 0 32 0.0
STEP 11 CONSTRUCTION STRUT 10 AND EXCAVATION TO 24.905
CONSTRUCTION STRUT 10
EXCAVATION 24.905
STEP 12 CONSTRUCTION ANCHOR 1 AND EXCAVATION TO 26.905
CONSTRUCTION ANCHOR 1
EXCAVATION 26.905
STEP 13 CONSTRUCTION ANCHOR 2 AND EXCAVATION TO 28.905
CONSTRUCTION ANCHOR 2
EXCAVATION 28.905
STEP 14 CONSTRUCTION ANCHOR 3 AND EXCAVATION TO 30.905
CONSTRUCTION ANCHOR 3
EXCAVATION 30.905
STEP 15 CONSTRUCTION ANCHOR 4 AND EXCAVATION TO 33.008
CONSTRUCTION ANCHOR 4
EXCAVATION 33.008
GROUND SETTLEMENT
INSERTION CHECK
STEP 16 PECK CHECK
PECK 0.65 0.00 0.488
STEP 17 CONST SLAB 1 WALL 1
RANKINE 1.0 0 33.33
CONST SLAB 1
CONST WALL 1
STEP 18 CONST WALL 2
CONST WALL 2
STEP 19 CONST SLAB 2 WALL 3
CONST WALL 3
CONST SLAB 2
STEP 20 REMOVE STRUT 10
CONST WALL 4
REMOVE STRUT 10
STEP 21 REMOVE STRUT 9
CONST WALL 5
CONST SLAB 3
REMOVE STRUT 9
이덕주 wrote:
>바쁘시겠지만 아래 Data검토 부탁드립니다...
>
>풍화암상단은 17.170m이고요 풍화암상단-2m(19.170m)까지 수압을 적용시키고
>19.170m이하로는 수압이 없다고 보려고 하는데
>STEP 9번까지는 water press를 적용하여 내려왔는데, STEP 10번부터 수압을 0으로 적용하려면 STEP 10~15번까지 어떻게 Input Data를 넣어야 하나요?
>
>
>
>
>SOIL 1 매립층 (모래)
> 1.683 1.80 0.90 1.0 25.0 1500 -1
> 2 충적층 (모래)
> 7.683 1.80 0.90 0.0 29.0 1600 -1
> 3 충적층 (자갈)
> 20.183 2.20 1.30 0.0 36.0 2800 -1
> 4 풍화암층
> 21.683 2.40 1.50 5.0 32.0 5000 -1
> 5 연암층
> 23.183 2.50 1.60 15.0 35.0 8000
> 6 보통암층
> 50.000 2.60 1.70 50.0 37.0 8000
>
>VWALL 1 34.508 0.01348 0.000215 2.1E7 1.50 0.915
>
>
>STRUT 1 0.550 0.02355 11.5 2.0
> 2 2.005 0.01348 11.5 3.0 30
> 3 4.505 0.01348 11.5 3.0 30
> 4 6.905 0.01739 11.5 3.0 30
> 5 9.305 0.01739 11.5 3.0 30
> 6 11.705 0.01739 11.5 3.0 40
> 7 14.105 0.01739 11.5 3.0 40
> 8 16.505 0.01739 11.5 3.0 40
> 9 19.105 0.01739 11.5 3.0 40
> 10 21.705 0.01739 11.5 3.0 40
>
>ANCHOR 1 24.405 0.00128480 0.0 2.0 1.5 0.0
> 2 26.405 0.00128480 0.0 2.0 1.5 0.0
> 3 28.405 0.00128480 0.0 2.0 1.5 0.0
> 4 30.405 0.00128480 0.0 2.0 1.5 0.0
>
>SLAB 1 31.308 1.8 11.5
> 2 23.808 0.5 11.5
> 3 17.308 1.5 11.5
>
>WALL 1 30.758 33.008 1.5
> 2 27.758 30.758 1.5
> 3 23.808 27.758 1.5
> 4 20.808 23.808 1.5
> 5 17.308 20.808 1.5
>
>DIVISION 0.2
>OUTPUT 1
>
>STEP 1 EXCAVATION TO 1.90
> OUTPUT 0 0 0 0
> ITERATION 20 0.1
> RANKINE 1.0 0 33.33
> SURCHARGE 1.0
> EXCAVATION 1.90
>
>STEP 2 CONSTRUCTION STRUT 1 AND EXCAVATION TO 2.505
> CONSTRUCTION STRUT 1
> EXCAVATION 2.505
>
>STEP 3 CONSTRUCTION STRUT 2 AND EXCAVATION TO 5.005
> CONSTRUCTION STRUT 2
> EXCAVATION 5.005
> WATER 2.005 0.0 5.005 3.000 19.170 0.0
>
>STEP 4 CONSTRUCTION STRUT 3 AND EXCAVATION TO 7.405
> CONSTRUCTION STRUT 3
> EXCAVATION 7.405
> WATER 4.405 0.0 7.405 3.000 19.170 0.0
>
>STEP 5 CONSTRUCTION STRUT 4 AND EXCAVATION TO 9.805
> CONSTRUCTION STRUT 4
> EXCAVATION 9.805
> WATER 6.805 0.0 9.805 3.000 19.170 0.0
>
>STEP 6 CONSTRUCTION STRUT 5 AND EXCAVATION TO 12.205
> CONSTRUCTION STRUT 5
> EXCAVATION 12.205
> WATER 9.205 0.0 12.205 3.000 19.170 0.0
>
>STEP 7 CONSTRUCTION STRUT 6 AND EXCAVATION TO 14.605
> CONSTRUCTION STRUT 6
> EXCAVATION 14.605
> WATER 11.605 0.0 14.605 3.000 19.170 0.0
>
>STEP 8 CONSTRUCTION STRUT 7 AND EXCAVATION TO 17.005
> CONSTRUCTION STRUT 7
> EXCAVATION 17.005
> WATER 14.005 0.0 17.005 3.000 19.170 0.0
>
>STEP 9 CONSTRUCTION STRUT 8 AND EXCAVATION TO 19.605
> CONSTRUCTION STRUT 8
> EXCAVATION 19.605
> WATER 16.605 0.0 17.170 0.565 19.170 0.0
>
>STEP 10 CONSTRUCTION STRUT 9 AND EXCAVATION TO 22.205
> CONSTRUCTION STRUT 9
> EXCAVATION 22.205
> WATER
>
>STEP 11 CONSTRUCTION STRUT 10 AND EXCAVATION TO 24.905
> CONSTRUCTION STRUT 10
> EXCAVATION 24.905
> WATER
>
>STEP 12 CONSTRUCTION ANCHOR 1 AND EXCAVATION TO 26.905
> CONSTRUCTION ANCHOR 1
> EXCAVATION 26.905
> WATER
>
>STEP 13 CONSTRUCTION ANCHOR 2 AND EXCAVATION TO 28.905
> CONSTRUCTION ANCHOR 2
> EXCAVATION 28.905
> WATER
>
>STEP 14 CONSTRUCTION ANCHOR 3 AND EXCAVATION TO 30.905
> CONSTRUCTION ANCHOR 3
> EXCAVATION 30.905
> WATER
>
>STEP 15 CONSTRUCTION ANCHOR 4 AND EXCAVATION TO 33.008
> CONSTRUCTION ANCHOR 4
> EXCAVATION 33.008
> GROUND SETTLEMENT
> INSERTION CHECK
> WATER
>
>STEP 16 PECK CHECK
> PECK 0.65 0.00 0.488
> WATER 1.000 0.0
>
>STEP 17 CONST SLAB 1 WALL 1
> RANKINE 1.0 0 33.33
> CONST SLAB 1
> CONST WALL 1
> WATER
>
>STEP 18 CONST WALL 2
> CONST WALL 2
> WATER
>
>STEP 19 CONST SLAB 2 WALL 3
> CONST WALL 3
> CONST SLAB 2
> WATER
>
>STEP 20 REMOVE STRUT 10
> CONST WALL 4
> REMOVE STRUT 10
> WATER
>
>STEP 21 REMOVE STRUT 9
> CONST WALL 5
> CONST SLAB 3
> REMOVE STRUT 9
> WATER
>
>END