A.For the case shown (wind parallel to the long plan dimension), the maximum net uplift (k) at a…

A.For the case shown (wind parallel to the long plan dimension), the maximum net uplift (k) at a pile is most nearly: A. 8 B. 13 C. 24 D. 38 B. The soil profile shown below consists of a sandy fill layer overlying a layer of normally consolidated clay with the soil properties shown. The soil below the elevation of _20 ft is stiff clay. The GWT is lowered to the top of the clay layer and a mat foundation (bottom of mat at depth of 42 in. below ground) of plan dimensions 190 ft × 250 ft is constructed. Total vertical (concentric) load on the mat = 20,000 tons. The settlement caused by
A.For the case shown (wind parallel to the long plan dimension), the maximum net uplift (k) at a pile is most nearly: A. 8 B. 13 C. 24 D. 38 B. The soil profile shown below consists of a sandy fill layer overlying a layer of normally consolidated clay with the soil properties shown. The soil below the elevation of _20 ft is stiff clay. The GWT is lowered to the top of the clay layer and a mat foundation (bottom of mat at depth of 42 in. below ground) of plan dimensions 190 ft × 250 ft is constructed. Total vertical (concentric) load on the mat = 20,000 tons. The settlement caused by the consolidation of the clay layer (in.) immediately underlying the sandy fill is most nearly A. 5.0 B. 6.0 C. 7.5 D. 9.0  

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