Uploaded by Amalesh Jana

Sketch of Soldier Pile and Tieback wall

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Tieback 2
Load: 170.7 kips
Unbonded Length: 40 ft
Soil Layer 2
Stiff to Very Stiff Clay
phi=0deg
Su=2461psf
Unit Weight=115pcf
7'-0"
Solider Pile:
W27X178
10'-0"
15'-0"
20'-0"
10'-0"
40'-0"
Tieback 1
Load: 142 kips
Unbonded Length: 34 ft
Soil Layer 1
Medium Stiff to Stiff Clay
phi=0deg
Su=1647psf
Unit Weight=110pcf
Ground water is
perched and only
persists for 4 inches.
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