Project objectives
Configuration of the ground state and Geotechnical
Characterization in project site The most rational and cost-effective foundation design
Location
Gyeonggi, Incheon, Yeonsugu, Songdo-dong 00 Street
Design Range
Ground survey
Laboratory Tests
Soft Ground
Handling Measures
4) Foundation design
● A central settlement of the buil
Slope/W 2007
Assumed that there is 5 slices.
(Fs = 1.855)
Assumed that there is 30 slices.
(Fs = 1.810)
Factor of safety by hand = 1.82
Factor of safety by slope/w assumed 5 slices = 1.855
Factor of safety by slope/w assumed 30 slices = 1.810
절편 30개로 가정하고 프로그램을 돌려서 구한 이 값을 정확한 값이라 가정하고 손으로 계산한
두 가지의 기본 범주로 mass-wasting을 구분 할 수 있다.
1) 사면의 갑작스런 붕괴
상대적으로 응집력이 큰 암석과 암석 파편이 함몰, 낙하, 미끄러짐에 의해
사면 아래로 이동
2) 퇴적물과 물 그리고 공기의 혼합체가 사면 아래로 흐르는 것
*중력사면 이동의 운동속도와
soiled is hardly consolation for having it shaved off! In line 24 the boy's words are an expression of a childlike trust that the poet, with more experience of the world, knows to be unfounded: the poem, in fact, is a protest against the harm that society causes its children by exploiting them for labor of this kind. In each case the dramatic irony arises from the poet's knowing more or seeing mo
soil/)
1) Primary consolidation
This method assumes consolidation occurs in only one-dimension. Laboratory data is used to construct a plot of strain or void ratio verses effective stress where the effective stress axis is on a logarithmic scale. The plot's slope is the compression index or re-compression index. The equation for consolidation settlement of a normally consolidated soil can then