DO NOT POST THE SAME EXCEL FOUND ON CHEGG AS ANSWER . IT IS INCORRECT AND WILL GET A THUMBS DOWN VOTE!

An 18 inch square concrete pile was driven 155 ft at the site shown on the next page. Estimate the ultimate axial capacity of the pile using the following combinations: (a) Meyerhof and Alpha methods (b) Nordlund and Alpha methods (c) Meyerhof and Beta methods (d) Nordlund and Beta methods (e) Meyerhof and Lambda methods (f) Nordlund and Lambda methods Plot the results for the six combinations in a single bar graph for comparison. Discuss your results. 20 SPT N Values 40 60 BO 100 500 Shear Strength (pod) 1000 1500 2000 0 20 . 20 Clay * 40 40 Silky Sand Clay 60 60 80 80 Depth (1) 100 Depth (1) 100 120 120 140 140 Clay Sund * sund 160 160 Torvane o Triax CU Triax UU Mini Lab Vane Unconfined 180 180 200 200