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Pages From Micropile Design And Construction - Reference Manual, Fhwa-nhi-05-039

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• November 2019
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EAuncased length = Agrout × Egrout + Asteel × Esteel =1,133,000 kN Elastic Displacement Elastic displacement (cased length) ∆telastic = Pcompression × Lca sin g AEcased length = 595 kN × 4.6 m = 2.2 mm 1,252,000 kN Elastic displacement (uncased length) ∆telastic = Pcompression × Lb AEuncased length = 595 kN × (1 / 2 × 7.5 m) = 2.0 mm 1,133,000 kN STEP 8 – MICROPILE TO FOOTING CONNECTION DESIGN Design calculations are completed for the detail shown in Figure S1-5 for connection of the pile top to the abutment footing. Required Design Loads and Dimensions Group I service load, compression Pc-service = 595 kN Abutment concrete compressive strength f’c = 27.6 MPa Casing outside diameter ODcasing = 141 mm Pile area Area pile = FHWA NHI-05-039 Micropile Design & Construction π 4 OD 2 ca sin g = 15,615 mm 2 D-16 Appendix D – Sample Problem No.1 December 2005

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