Refer to the following diagrams (not necessarily to scale) of an array of piles for Problems 1-3. ZM EL. 60 ft silt, y =

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Refer To The Following Diagrams Not Necessarily To Scale Of An Array Of Piles For Problems 1 3 Zm El 60 Ft Silt Y 1 (25.14 KiB) Viewed 29 times

Refer to the following diagrams (not necessarily to scale) of an array of piles for Problems 1-3. ZM EL. 60 ft silt, y = 105 pcf El. 55 ft 1 ft O El 50 ft 10 ft 45 ft O O Normally consolidated cL y = 120 pcf liquid limit=35% qu = 1.2 T/ft2 e= 0.90 o El. 10 ft 10 ft El. O ft rock 1. Determine the allowable load capacity Q. Assume a factor of safety of 3.5. 2. Determine the settlement for the load computed in Problem 1. 3. Determine the group efficiency.