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PROJECT 부곡동롯데아파트 6단면

SOIL 1 풍화토(N=20)
1.8 0.9 0 29 2300 0 0 0
2 풍화암(N=50)
2 1.1 1 32 4000 0 0 0
3 연암
2.1 1.2 3 35 6000 0 0 0

PROFILE 1 1.9 1 1
2 13 2 2
3 30 3 3

VWALL 1 15.5 0.01198 0.000204 2.1E+07 1.6 0.9 0.3 0


ANCHOR 1 1 0.0003948 45 7 1.6 10 0 0
2 3 0.0003948 40 5.5 1.6 10 0 0
3 5.5 0.000691 35 4.5 1.6 10 0 0
4 7.5 0.000691 30 4 1.6 10 0 0
5 10.5 0.0004936 30 4 1.6 10 0 0



Division 0.2
Solution 0
Output 0

STEP 1 EXCAVATION TO 1.7
ITERATION 10 0.01
RANKINE 1.0 0.0 50.0
SURCHARGE 11.4
EXCAVATION 1.7

STEP 2 CONST. ANCHOR 1 & EXCA. 3.7
CONST ANCHOR 1
EXCAVATION 3.7

STEP 3 CONST. ANCHOR 2 & EXCA. 6.2
CONST ANCHOR 2
EXCAVATION 6.2

STEP 4 CONST. ANCHOR 3 & EXCA. 8.2
CONST ANCHOR 3
EXCAVATION 8.2

STEP 5 CONST. ANCHOR 4 & EXCA. 11.2
CONST ANCHOR 4
EXCAVATION 11.2

STEP 6 CONST. ANCHOR 5 & EXCA. 13.5
CONST ANCHOR 5
EXCAVATION 13.5
INSERTION CHECK
GROUND SETTLEMENT

DESIGN

HPILE 0 15.5
HPFAC
HPSIZE H-300x300x10x15 0.00136
HPOPTION 1.5 0

DANCHOR 1
ANFAC
ANSIZE Strand-4xD12.7 0.0003948 190 160
ANTAU 1 0 2 0 3 0
ANOPTION 4 4 100 33 1.5 1 0 0

DANCHOR 3
ANFAC
ANSIZE Strand-4xD12.7 0.0003948 190 160
ANTAU 1 0 2 0 3 0
ANOPTION 4 4 100 33 1.5 1 0 0

DANCHOR 5.5
ANFAC
ANSIZE Strand-7xD12.7 0.000691 190 160
ANTAU 1 0 2 0 3 0
ANOPTION 4 4 100 33 1.5 1 0 0

DANCHOR 7.5
ANFAC
ANSIZE Strand-7xD12.7 0.000691 190 160
ANTAU 1 0 2 0 3 0
ANOPTION 4 4 100 33 1.5 1 0 0

DANCHOR 10.5
ANFAC
ANSIZE Strand-5xD12.7 0.0004936 190 160
ANTAU 1 0 2 0 3 0
ANOPTION 4 4 100 33 1.5 1 0 0

TIMBER 0 11
TIOPTION 135 10.5 0.3 15


END