SOIL 1 fill
1.8 0.9 0 26 1800 0 0 0
2 deposit 1
1.7 0.8 0 18 650 0 0 0
3 deposit 2
1.9 1.0 2 33 2500 0 0 0
4 soft rock
2.1 1.2 3 40 6000 0 0 0

PROFILE 1 2.3 1 1
2 11.7 2 2
3 15.9 3 3
4 29.9 4 4

VWALL 1 16 0.8 0.0427 2.1E+07 1.0 1.0


ANCHOR 1 1.3 0.0003948 45 13.5 1.0 29 0 0
2 4.7 0.0005922 40 9.5 1.0 41 0 0
3 8.1 0.0005922 35 5.0 1.0 43 0 0
4 11.1 0.0005922 30 4.0 1.0 55 0 0

Division 0.2
Solution 0
Output 1

STEP 1 EXCA 2.3
ITERATION 10 0.2
PECK 0 0.1 0.2 0 0
GWL 0.0 0.0 1.0
SURCHARGE 9.48
EXCA 2.3

STEP 2 EXCA 5.7 AND ANCHOR 1
CONST ANCHOR 1
EXCA 5.7
GWL 0.0 5.7 1.0

STEP 3 EXCA 9.1 AND ANCHOR 2
CONST ANCHOR 2
EXCA 9.1
GWL 0.0 9.1 1.0

STEP 4 EXCA 12.1 AND ANCHOR 3
CONST ANCHOR 3
EXCA 11.6
GWL 0.0 11.6 1.0

STEP 5 EXCA 13.55 AND ANCHOR 4
CONST ANCHOR 4
EXCA 13.55
GWL 0.0 13.55 1.0
GROUND SETTLEMENT
INSERTION CHECK
END