Question

subject : Geotechnical Design

Book : PRINCIPLE OF FOUNDATION ENGINEERING

An eccentrically loaded continuous foundation is shown
in Figure P6.18. Determine the ultimate load Qu per unit
length that the foundation can carry. Use the reduction factor
method [Eq. (6.67)].
6.18
eu
y 105 lb/ft3
2 ft
Groundwater table
▼
4 ft
%at == 118 lb/ft3
c'=0
d' = 35。
5ft
FIGURE P6.18

Image Transcription

An eccentrically loaded continuous foundation is shown in Figure P6.18. Determine the ultimate load Qu per unit length that the foundation can carry. Use the reduction factor method [Eq. (6.67)]. 6.18 eu y 105 lb/ft3 2 ft Groundwater table ▼ 4 ft %at == 118 lb/ft3 c'=0 d' = 35。 5ft FIGURE P6.18

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