철도 주변의 가시설 input입니다.
slope, surcharge, 토압 부분을 주위깊게 살펴주시기 바랍니다.

Project 죽림IC 3교 P4 가시설

SOIL 1 퇴적토
7.00 1.8 0.8 0 30 1500
2 연암
9.50 2.1 1.1 3 37 6300

VWALL 1 7.330 0.009218 0.000108 21000000 2.0 0.50 0.25 ; H-250x250x9x14

ANCHOR 1 0.5 0.000395 30 9.5 2.0 10.0 10
2 2.5 0.000395 30 7.5 2.0 21.0 10

DIVISION 0.2

OUTPUT 1

STEP 1 EXCAVATION TO 1.000
OUTPUT 0
ITERATION 10 0.1
RANKINE 1.0 0.0 30
SLOPE 30
SURCHARGE 5.0
EXCAVATION 1.000

STEP 2 ANCHOR 1 AND EXCAVATION TO 3.000
CONST ANCHOR 1
EXCAVATION 3.000

STEP 3 ANCHOR 2 AND EXCAVATION TO 5.000
CONST ANCHOR 2
EXCAVATION 5.000
INSERTION CHECK
GROUND SETTLEMENT

STEP 4 PECK CHECK
PECK 0 0.25 0

END