Driven Steel H-Piles and Steel Pipe Piles Sample Clauses

Driven Steel H-Piles and Steel Pipe Piles. Piles should be driven using a diesel, pneumatic, or hydraulic hammer with a rated energy capable of mobilizing the full ultimate capacity of the pile during driving operations, but does not generate driving stresses large enough to damage the pile. The ULS geotechnical axial capacity for a common sized H-pile and pipe pile are shown in Table 2, and assume a minimum pile length of 10 meters, driven to refusal a minimum of 2 meters into bedrock. The pipe pile capacities developed herein assume they are open-ended. Geotechnical resistance factors of 0.4 and 0.3 were used to obtain the factored ULS capacities provided herein for compression and uplift, respectively. Long term settlements of steel piles driven to refusal in bedrock are expected to be negligible. Table 2: Driven Pile Capacities Pile Type Pile Size Axial Capacity (kN) Uplift Capacity (kN) Steel H-Pile HP- 310x125 500 255 Steel Pipe Pile DN300 x 9.52 500 300
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