Specifies the value of the soil displacement at which the ultimate downward restraint load is development. This value is calculated as a multiple of the pipe outer diameter (D). Typical values:
-
Granular soils - 0.1
-
Cohesive soils - 0.2
Specifies the value of the soil displacement at which the ultimate downward restraint load is development. This value is calculated as a multiple of the pipe outer diameter (D). Typical values:
Granular soils - 0.1
Cohesive soils - 0.2