96-184
SI 단위로 환살을 하여 해석을 하면 기존 단위로 해석한 결과값이 차이가 나서 SI, mks INPUT을 올려드립니다.. 확인하시고 답변 부탁드립니다.


PROJECT 가시설공사 [TYPE-G,BS-5](G.L-10.19M)

UNIT M

SOIL 1 매립토
1.8 0.9 0.0 30 1760
2 상부퇴적층
1.7 0.8 0.0 25 1760 1.8 32 2553
3 중간퇴적층
1.8 0.9 0.0 32 2553 1.9 35 3090
4 모래자갈층
1.9 1.0 0.0 35 3090 1.9 30 3383
5 풍화토
1.9 1.0 1.5 30 3383 2.0 33 3500
6 풍화암
2.0 1.1 3.0 33 3500

PROFILE 1 3.59 1 1
2 12.87 2 2
3 17.89 3 3
4 20.59 4 4
5 24.29 5 5
6 30.00 6 6

VWALL 1 24.5 0.02192 0.0004029 2.1E7 1.0 1.0

STRUT 1 2.0 0.01348 8.5 2.5 3
2 4.5 0.01348 8.5 2.5 3
3 7.0 0.01348 8.5 2.5 1


DIVISION 0.3
OUTPUT 1

STEP 1 EXCAVATION 2.5
INTERATION 20 0.1
WATER PRESSURE 0.0 0.0 2.5 2.5 24.5 0.0
RANKIN 1.0 0.0 30
SURCHARGE 3.25
EXCAVATION 2.5

STEP 2 EXCAVATION 5.0 AND STRUT 1
CONST STRUT 1
WATER PRESSURE 0.0 0.0 5.0 5.0 24.5 0.0
EXCAVATION 5.0

STEP 3 EXCAVATION 7.5 AND STRUT 2
CONST STRUT 2
WATER PRESSURE 0.0 0.0 7.5 7.5 24.5 0.0
EXCAVATION 7.5

STEP 4 EXCAVATION 10.57 AND STRUT 3
CONST STRUT 3
WATER PRESSURE 0.0 0.0 10.57 10.57 24.5 0.0
EXCAVATION 10.57
GROUND SETTLEMENT
INSERTION CHECK
DEPTH CHECK


END



PROJECT 가시설공사 [TYPE-G,BS-5](G.L-10.19M)

UNIT SI

SOIL 1 매립토
18 9 0.0 30 17600
2 상부퇴적층
17 8 0.0 25 17600 18 32 25530
3 중간퇴적층
18 9 0.0 32 25530 19 35 30900
4 모래자갈층
19 10 0.0 35 30900 19 30 33830
5 풍화토
19 11 15 30 33830 20 33 35000
6 풍화암
20 11 30 33 35000

PROFILE 1 3.59 1 1
2 12.87 2 2
3 17.89 3 3
4 20.59 4 4
5 24.29 5 5
6 30.00 6 6

VWALL 1 24.5 0.02192 0.0004029 2.1E8 1.0 1.0

STRUT 1 2.0 0.01348 8.5 2.5 30
2 4.5 0.01348 8.5 2.5 30
3 7.0 0.01348 8.5 2.5 10


DIVISION 0.3
OUTPUT 1

STEP 1 EXCAVATION 2.5
INTERATION 20 0.1
WATER PRESSURE 0.0 0.0 2.5 25 24.5 0.0
RANKIN 1.0 0.0 30
SURCHARGE 32.5
EXCAVATION 2.5

STEP 2 EXCAVATION 5.0 AND STRUT 1
CONST STRUT 1
WATER PRESSURE 0.0 0.0 5.0 50 24.5 0.0
EXCAVATION 5.0

STEP 3 EXCAVATION 7.5 AND STRUT 2
CONST STRUT 2
WATER PRESSURE 0.0 0.0 7.5 75 24.5 0.0
EXCAVATION 7.5

STEP 4 EXCAVATION 10.57 AND STRUT 3
CONST STRUT 3
WATER PRESSURE 0.0 0.0 10.57 105.7 24.5 0.0
EXCAVATION 10.57
GROUND SETTLEMENT
INSERTION CHECK
DEPTH CHECK


END