Dead man wall example with DeepXcav
In this example we will examine a deadman wall configuration with two sheet pile walls.
The following data is available:
a) Soil properties: Sand, friction angle = 30 degrees, total unit weight 120 pcf, loading modulus of elasticity Eload= 300 ksf, reloading modulus of elasticity Eur = 900 ksf. Ultimate bond resistance for ground anchors 40 psi.
b) Excavation depth: 23 ft, anchor connecting 2 sheet pile walls at 8 ft depth. The left sheet pile wall has a depth of 23 ft, and the right wall has a depth of 50 ft.
Initial sheet pile section section AZ 19.
Insert and modify tieback data.
Initial results of sheet pile analysis, critical items in red. We are notified here that the analysis is successful and that all the stress checks and ratios, as well as the Safety Factors are satisfied.
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