엄지말뚝 근입장 검토를 위한 주동토압에 의한 모멘트와

수동토압에 의한 모멘트는

OUTPUT 어디서 찾아써야 하지요?
PROJECT 부산지하철 326공구 교각가시설(P41)

SOIL 1 Fill
4.6 1.8 0.9 0 32 3383 0 0
2 Soft Rock
5.6 2.5 1.6 24 40 6000 0 0
3 Hard Rock
20 2.6 1.7 55 45 6000 0 0

PROFILE 1 4.6 1 1
2 5.6 2 2
3 20 3 3

VWALL 1 7.2 0.01348 0.000215 2.1E+07 2 0.9 0.3 0

STRUT 1 1 0.01348 2.65 2 5 0 0 0
2 3 0.01348 2.65 2 5 0 0 0




Division 0
Solution 0
Output 0

STEP 1 EXCAVATION TO 1.5
EXCAVATION 1.5
SURCHARGE 1.3
GWL 2.3

STEP 2 STURT 1 & EXCAV TO 3.5
CONSTRUCTION STRUT 1
EXCAVATION 3.5

STEP 3 STURT 2 & EXCAV TO 6.2
CONSTRUCTION STRUT 2
EXCAVATION 6.2
INSERTION CHECK
GROUND SETTLEMENT


END