A.The following data is given for a soil sample: The USCS soil classification is: A. SM B. GW C. GP.

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A.The following data is given for a soil sample: The USCS soil classification is: A. SM B. GW C. GP D. SC B. A 5 ft × 5 ft square footing carries a concentric load of 100 k. The depth of the footing is 42 in. The vertical stress increase (lb/ft2) at a point 10 ft below one of the corners of the footing is most nearly: A. 150 B. 350 C. 600 D. 1,200 C. A pile group is as shown below (all dimensions are between pile centers). Piles are driven, precast concrete piles of diameter 24 in. The total concentric superstructure load (including the weight of the pile
A.The following data is given for a soil sample: The USCS soil classification is: A. SM B. GW C. GP D. SC B. A 5 ft × 5 ft square footing carries a concentric load of 100 k. The depth of the footing is 42 in. The vertical stress increase (lb/ft2) at a point 10 ft below one of the corners of the footing is most nearly: A. 150 B. 350 C. 600 D. 1,200 C. A pile group is as shown below (all dimensions are between pile centers). Piles are driven, precast concrete piles of diameter 24 in. The total concentric superstructure load (including the weight of the pile cap) is 125 tons. The settlement (in.) due to the consolidation of the clay layer is most nearly: A. 4.0 B. 2.5 C. 5.0 D. 6.0

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