3 A closed end, groundline 16 O D x 1 2 wall pipe pile with a l thick bottom plate will be driven 45' into the soil profile shown below A static load test program has been included in the project Estimate the allowable compressive axial capacity of the pile using Fellenius' Method 14 ft Stiff Silty Clay y 118 lb ft (above GWT) y 120 lb ft (below GWT) V 12 ft Medium Dense Sandy Silt (ML) y 122 lb ft3 Dense Sandy Silt (SM) y 128 lb ft3 You have been given standard values of soil properties based on both verbal characterization and SPT data You will need to use these to determine the properties you need to solve the problem This is normal with deep foundations analysis 2 You need to construct your own load settlement curve, not just use TAMWAVE's 3 A closed end, groundline 16 O D x 1 2 wall pipe pile with a l thick bottom plate will be driven 45' into the soil profile shown below A static load test program has been included in the project Estimate the allowable compressive axial capacity of the pile using Fellenius' Method 14 ft Stiff Silty Clay y 118 lb ft (above GWT) y 120 lb ft (below GWT) V 12 ft Medium Dense Sandy Silt (ML) y 122 lb ft3 Dense Sandy Silt (SM) y 128 lb ft3 You have been given standard values of soil properties based on both verbal characterization and SPT data You will need to use these to determine the properties you need to solve the problem This is normal with deep foundations analysis 2 You need to construct your own load settlement curve, not just use TAMWAVE's

Question

3  A closed end, groundline 16  O D  x 1 2  wall pipe pile with a l  thick bottom plate will be driven 45' into the soil profile shown below  A static load test program has been included in the project  Estimate the allowable compressive axial capacity of the pile using Fellenius' Method  14 ft Stiff Silty Clay y  118 lb ft  (above GWT) y   120 lb ft  (below GWT) V 12 ft Medium Dense Sandy Silt (ML) y   122 lb ft3 Dense Sandy Silt (SM) y  128 lb ft3 You have been given  standard  values of soil properties based on both verbal characterization and SPT data  You will need to use these to determine the properties you need to solve the problem  This is normal with deep foundations analysis  2 You need to construct your own load settlement curve, not just use TAMWAVE's  3  A closed end, groundline 16  O D  x 1 2  wall pipe pile with a l  thick bottom plate will be driven 45' into the soil profile shown below  A static load test program has been included in the project  Estimate the allowable compressive axial capacity of the pile using Fellenius' Method  14 ft Stiff Silty Clay y  118 lb ft  (above GWT) y   120 lb ft  (below GWT) V 12 ft Medium Dense Sandy Silt (ML) y   122 lb ft3 Dense Sandy Silt (SM) y  128 lb ft3 You have been given  standard  values of soil properties based on both verbal characterization and SPT data  You will need to use these to determine the properties you need to solve the problem  This is normal with deep foundations analysis  2 You need to construct your own load settlement curve, not just use TAMWAVE's

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3. A closed-end, groundline 16 O.D. x 1/2 wall pipe pile with a l thick bottom plate will be driven 45' into the soil profile

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