극동엔지니어링(주) 93-47
2006-08-21
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Calculation not converged in Step 7
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PROJECT CHOON CHUN - YANG YANG HIGHWAY CONSTRUCTION PROJECT.
SOIL 1 SOIL
1.9 0.9 1 30 2000 0 0 0
2 WEATHERED ROCK
2.1 1.1 3 33 4000 0 0 0
3 SOFT ROCK
2.5 1.5 10 35 6000 0 0 0
PROFILE 1 0.4 1 1
2 4 2 2
3 25 3 3
VWALL 1 22.4 0.01198 0.000204 2.1E+07 2 0.603 0.201
ANCHOR 1 1 0.0003948 30 13 2 30 0 0
2 4 0.0003948 30 12 2 30 0 0
3 7 0.0005067 0 4 2 0 0 0
4 9 0.0005067 0 7 2 0 0 0
5 11 0.0005067 0 7 2 0 0 0
6 13 0.0005067 0 7 2 0 0 0
7 15 0.0005067 0 7 2 0 0 0
8 17 0.0005067 0 7 2 0 0 0
9 19 0.0005067 0 7 2 0 0 0
Division 0.2
Solution 0
Output 1
STEP 1 EXCAVATION TO 1.5M
RANKINE 1.0 0.0
SLOPE 32
SURCHARGE 1.0
GWL 0.75
ITERATION 10 0.01
EXCAVATION 1.5
STEP 2 CONSTRUCTION OF ANCHOR 1(1.0M) & EXCA 4.5M
CONST ANCHOR 1
GWL 3.0
EXCA 4.5
STEP 3 CONSTRUCTION OF ANCHOR 2(4.0M) & EXCA 7.5M
CONST ANCHOR 2
GWL 6.0
EXCA 7.5
STEP 4 CONSTRUCTION OF ANCHOR 3(7.0M) & EXCA 9.5M
CONST ANCHOR 3
GWL 8.5
EXCA 9.5
STEP 5 CONSTRUCTION OF ANCHOR 4(9.0M) & EXCA 11.5M
CONST ANCHOR 4
GWL 10.5
EXCA 11.5
STEP 6 CONSTRUCTION OF ANCHOR 5(11.0M) & EXCA 13.5M
CONST ANCHOR 5
GWL 12.5
EXCA 13.5
STEP 7 CONSTRUCTION OF ANCHOR 6(13.0M) & EXCA 15.5M
CONST ANCHOR 6
GWL 14.5
EXCA 15.5
STEP 8 CONSTRUCTION OF ANCHOR 7(15.0M) & EXCA 17.5M
CONST ANCHOR 7
GWL 16.5
EXCA 17.5
STEP 9 CONSTRUCTION OF ANCHOR 8(17.0M) & EXCA 19.8M
CONST ANCHOR 8
GWL 18.65
EXCA 19.8
STEP 10 CONSTRUCTION OF ANCHOR 9(19.0M)
CONST ANCHOR 9
GROUND SETTLEMENT
INSERTION CHECK
END