수고하십니다..
계산 결과치에 대한 문의입니다.

1. 랭킨토압으로 설계하고 마지막에 펙체크를 하였는데 펙체크시 토압의 결과값이 더 큰데 이 값을 적용하여 토류벽을 설계하여야 하는지, 메뉴얼에 기재한대로 축력값만 사용하여야 하는지, 아니면 이런경우 처음부터 펙토압으로 적용하여야 하는지 궁금합니다.

2. 프로그램 실행후 화면에 나오는 그래픽의 Pressure값과 output의 Pressure값이 상이한 이유는 무엇인지 알고싶습니다.

PROJECT TYPE-03

SOIL 1 토사
1.8 0.9 0 27 2500 0 0 0
2 풍화암
2 1.1 2.5 35 4500 0 0 0
3 연암
2.5 1.6 5 38 7000 0 0 0
4 경암
2.6 1.7 10 45 10000 0 0 0

PROFILE 1 8.4 1 1
2 13.7 2 2
3 18.5 3 3
4 40 4 4

VWALL 1 30.25 0.01348 0.000215 2.1E+07 2 0.915 0 0

STRUT 1 0.8 0.02355 15.65 2 0 0 0 0
2 2.23 0.01348 15.65 2.5 5 0 0 0
3 4.73 0.01348 15.65 2.5 5 0 0 0
4 6.92 0.01348 15.65 2.5 5 0 0 0
5 9.12 0.01348 15.65 2.5 5 0 0 0
6 11.52 0.01348 15.65 2.5 5 0 0 0
7 14.02 0.01348 15.65 2.5 5 0 0 0
8 16.52 0.01348 15.65 2.5 5 0 0 0
9 18.97 0.01348 15.65 2.5 5 0 0 0
10 22.42 0.01348 15.65 2.5 5 0 0 0

ANCHOR 1 20.62 0.0010134 0 2 2 0 0 0
2 24.02 0.0010134 0 2 2 0 0 0
3 25.62 0.0010134 0 2 2 0 0 0
4 27.22 0.0010134 0 2 2 0 0 0



Division 0.1
Solution 0
Output 0

STEP 1 EXCAVATION 1.3
OUTPUT 0
SURCHARGE 1.0
ITERATION 20 0.01
EXCAVATION 1.3
RANKINE 1.0 0.0 35.0

STEP 2 STRUT 1 AND EXCAVATION 2.73
CONSTRUCTION STRUT 1
EXCAVATION 2.73

STEP 3 STRUT 2 AND EXCAVATION 5.23
CONSTRUCTION STRUT 2
EXCAVATION 5.23
WATER PRESSURE 4.0 0.0 5.23 1.23 5.23 1.23

STEP 4 STRUT 3 AND EXCAVATION 7.42
CONSTRUCTION STRUT 3
EXCAVATION 7.42
WATER PRESSURE 4.0 0.0 7.42 3.42 7.42 3.42

STEP 5 STRUT 4 AND EXCAVATION 9.62
CONSTRUCTION STRUT 4
EXCAVATION 9.62
WATER PRESSURE 5.62 0.0 8.4 2.78 8.4 2.78

STEP 6 STRUT 5 AND EXCAVATION 12.02
CONSTRUCTION STRUT 5
EXCAVATION 12.02
WATER PRESSURE 8.02 0.0 8.4 0.38 8.4 0.38

STEP 7 STRUT 6 AND EXCAVATION 14.52
CONSTRUCTION STRUT 6
EXCAVATION 14.52
WATER PRESSURE 28.65 0.0 28.75 0.1 28.75 0.1

STEP 8 STRUT 7 AND EXCAVATION 17.02
CONSTRUCTION STRUT 7
EXCAVATION 17.02

STEP 9 STRUT 8 AND EXCAVATION 19.47
CONSTRUCTION STRUT 8
EXCAVATION 19.47

STEP 10 STRUT 9 AND EXCAVATION 21.12
CONSTRUCTION STRUT 9
EXCAVATION 21.12

STEP 11 ANCHOR 1 AND EXCAVATION 22.92
CONSTRUCTION ANCHOR 1
EXCAVATION 22.92

STEP 12 STRUT 10 AND EXCAVATION 24.52
CONSTRUCTION STRUT 10
EXCAVATION 24.52

STEP 13 ANCHOR 2 AND EXCAVATION 26.12
CONSTRUCTION ANCHOR 2
EXCAVATION 26.12

STEP 14 ANCHOR 3 AND EXCAVATION 27.72
CONSTRUCTION ANCHOR 3
EXCAVATION 27.72

STEP 15 ANCHOR 4 AND EXCAVATION 28.75
CONSTRUCTION ANCHOR 4
EXCAVATION 28.75
GROUND SETLEMENT
INSERTION CHECK

STEP 16 PECK CHECK
PECK 0.65 0.2 0.2


END

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