PROJECT TYPE-1

SOIL 1 모래층(sand) 하BH-11
1.8 0.8 0 24 2500 0 0 0
2 모래층(sand)
1.9 0.9 0 25 2550 0 0 0
3 풍화토층(weathered soil)
1.9 0.9 2 29 3000 0 0 0
4 풍화암(wethered rock)
1.9 0.9 3 35 3500 0 0 0

PROFILE 1 2.3 1 1
2 5.9 2 2
3 8.7 3 3
4 19 4 4

VWALL 1 13 0.0191 0.000226 2.1E+07 0.4 1 1 0

STRUT 1 0.5 0.01108 5 2.5 10 0 0 0
2 2.5 0.01108 5 2.5 10 0 0 0

ANCHOR 1 4.5 0.0003948 30 6.5 2.5 30 0 0
2 6.5 0.0003948 30 6.5 2.5 30 0 0



Division 0.2
Solution 0
Output 1

STEP 1 EXCAVATION TO 1.0
OUTPUT 0
ITERATION 10 0.1
WATE PRESSURE 2.0 0 12.5 3.5 20.4 0.0
RANKINE 1.0 0.0 30
SURCHARGE 2.0
EXCAVATION 1.0

STEP 2 CONST STRUT 1
CONST STRUT 1

STEP 3 EXCAVATION 3.0
EXCAVATION 3.0

STEP 4 CONST STRUT 2
CONST STRUT 2

STEP 5 EXCAVATION 5.0
EXCAVATION 5.0

STEP 6 CONST ANCHOR 1
CONST ANCHOR 1

STEP 7 EXCAVATION 7.0
EXCAVATION 7.0

STEP 8 CONST ANCHOR 2
CONST ANCHOR 2

STEP 9 EXCAVATION 8.35
EXCAVATION 8.35
GROUND SETTLEMENT
INSERTION CHECK

DESIGN

SHEET 0 13
SPFAC
SPSIZE SPIIIA-400x150x13.0 0.00151 97.5
SPOPTION 1.5 1800 1000 1 1

DSTRUT 2.5
STFAC
STSIZE H-298x299x9x14 0.000188 0.00127 13 7.51
STOPTION 1.5 0.5 5 5
STCORNER 0 0 0 0 900 3.801 6

DANCHOR 4.5
ANFAC
ANSIZE Strand-4xD12.7 0.0003948 190 160
ANTAU 1 2 2 2.5 3 5 4 7
ANOPTION 6.5 6.5 120 33 1.5 1 0 0

DANCHOR 6.5
ANFAC
ANSIZE Strand-4xD12.7 0.0003948 190 160
ANTAU 1 2 2 2.5 3 5 4 7
ANOPTION 6.5 6.5 120 33 1.5 1 0 0

DWALE 6.5
WASIZE H-298x299x9x14 0.01108 0.000188 0.00127
WAOPTION 1.5 1 0.4


END