1. A 2-m- wide square footing is placed in sand (see Fig. below). The footing, which is going tobe backfilled, is embedded 1.35 m into the sand layer. The soil unit weight is 19 kN/m 3 above thewater table (which is at 1.35 m depth) and 20 kN/m 3 below the water table. Calculate the footingsettlement for a column load of 1500 kN using the Schmertmann method (1970). Would thisfooting pass the SLS check? The sand deposit is young and normally consolidated. Neglect anytime effects on the settlement.qc(MPa)2. For the same soil conditions as those of Problem 1, calculate the settlement of a strip footing with

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