Transcription of Examples JRC-08 Example 1 - Pile foundation designed from ...
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Examples JRC-08 . Example 1 - pile foundation designed from static pile load tests Design situation Piles are required to support the following loads from a building: Characteristic permanent vertical load Gk = MN. Characteristic variable vertical load Qk = MN. The design involves determining the number of piles to support the building. The number of piles is to be determined on the basis of static pile load tests. Geometry It has been decided to use bored piles, in diameter and 15m long. Measured pile resistance static pile load tests have been pile settlements load , MN. performed on site on four piles of the 0 0,5 1 1,5 2 2,5 3. same diameter and length as the 0. chosen piles. 20. The results of the load -settlement curves are plotted in the figure opposite. 40. In accordance with (3), settlement pile 1. of the pile top equal to 10% of the pile 60.
Example 1 - Pile foundation designed from static pile load tests Design situation Piles are required to support the following loads from a building: Characteristic permanent vertical load G k = 6.0 MN Characteristic variable vertical load Q k = 3.2 MN The design involves determining the number of piles to support the building.
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