Calculate the side resistance in kips using the US Army Corps of Engineers (EM 1110-2-2906, Figure 4-5a) alpha method. The undrained shear strength is 3,752 psf, the pile diameter is 14 inches, and the pile depth is 22. 1 0.25 0.5 0.75 1.0 2.0 • UNDRAINED SHEAR STRENGTH, TSF Values of a versus undrained shear strength a ADHESION FACTOR 1.0 0.5 Figure 4-5a.

Calculate the side resistance in kips using the US Army Corps of Engineers (EM 1110-2-2906, Figure 4-5a) alpha method. The undrained shear strength is 3,752 psf, the pile diameter is 14 inches, and the pile depth is 22. 1 0.25 0.5 0.75 1.0 2.0 • UNDRAINED SHEAR STRENGTH, TSF Values of a versus undrained shear strength a ADHESION FACTOR 1.0 0.5 Figure 4-5a.

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Chapter2: Loads On Structures

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Problem 1P

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Calculate the side resistance in kips using the US Army Corps of Engineers (EM 1110-2-2906, Figure 4-5a) alpha
method. The undrained shear strength is 3,752 psf, the pile diameter is 14 inches, and the pile depth is 22.
0.25 0.5 0.75 1.0
2.0
• UNDRAINED SHEAR STRENGTH, TSF
Values of a versus undrained shear strength
a ADHESION FACTOR
1.0
0.5
Figure 4-5a.

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