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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