A group of friction piles is shown. The total load on the pile less the soil displaced by the footing is 1800KN. Lp = 1.5 m, L2 = 2 m, L = 10 m, t= 16 m. See figure below.

Compute for the overburden pressure, that is the effective pressure at midheight of the consolidating clay layer in kPa.

Choices: 299.54, 186.56, 142.57, 176.32

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A group of friction piles is shown. The total load on the pile less the soil displaced by the footing is 1800KN. Lp = 1.5 m, L2 = 2 m, L = 10 m, t= 16 m. See figure below.

Compute for the overburden pressure, that is the effective pressure at midheight of the consolidating clay layer in kPa.

Choices: 299.54, 186.56, 142.57, 176.32

il displaced by the footing is 1800kN. L? = 1.5 m, L? = 2 m
OSMAN
DSF
m
FUSM
Figure 28.97 SM-57
to pl
=-17.8 xwen!
ra bu kavr

il displaced by the footing is 1800kN. L? = 1.5 m, L? = 2 m OSMAN DSF m FUSM Figure 28.97 SM-57 to pl =-17.8 xwen! ra bu kavr MODERNE Plze Mag LORE eight of the consolidating clay layer in kPa. € SORINE

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