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1. A 2-m- wide square footing is placed in sand (see Fig. below).
1. A 2-m- wide square footing is placed in sand (see Fig. below). The footing, which is going to
be backfilled, is embedded 1.35 m into the sand layer. The soil unit weight is 19 kN/m 3 above the
water table (which is at 1.35 m depth) and 20 kN/m 3 below the water table. Calculate the footing
settlement for a column load of 1500 kN using the Schmertmann method (1970). Would this
footing pass the SLS check? The sand deposit is young and normally consolidated. Neglect any
time effects on the settlement.
2. For the same soil conditions as those of Problem 1, calculate the settlement of a strip footing with
This question was answered on: Feb 21, 2020
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