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Figure 2-1 Figure 2-2 Figure 2-3 Figure 3-1 Figure 3-2 Figure 3-3 Figure 3-4 Figure 3-5 Figure 3-6 Figure 3-7 Figure 3-8 Figure 3-9 Figure 3-10 Figure 3-11 Figure 3-12 Figure 3-13 Figure 3-14 Figure 3-15 Figure 4-1 Figure 4-2 Figure 4-3 Figure 4-4 LIST OF FIGURES Structural analysis of bridge used to establish foundation force effects (modified from Brown et al. 2010)....................... 12 Example of factored load calculation......................................13 Driven pile design and construction process...........................19 Situations in which deep foundations may be needed (modified from Vesic 1977). .................................................. 53 Soil profile and nominal geotechnical resistances versus depth. .................................................................................. 56 Pile cost versus pile penetration depth...................................57 Nominal resistance of pile support cost versus penetration depth. .................................................................................. 57 Nominal and factored resistances for axial compression loads. .................................................................................. 58 Nominal resistance and pile support cost. .............................. 60 Nominal and factored resistances for axial tension loads.........61 Predicted vibration levels for class II and class III soils (after Bay 2003). .................................................................. 65 Settlement area and magnitude around a pile in homogeneous sand deposit (after Massarsch and Fellenius 2014)................................................................................... 67 Corrosion and resulting buckling of foundation pile (courtesy Wisconsin Department of Transportation)................69 Concrete pile damage from corrosion effects on concrete pile reinforcement (courtesy of Moser 2011)...........................70 Concrete surface abrasion and deterioration in tidal zone (courtesy of Moser 2011). ..................................................... 71 Examples of timber pile deterioration (courtesy Bridge Engineering Center at Iowa State University). ........................72 Tilting columns adjacent to stockpile (courtesy DelDOT). ........ 73 Cracked pile cap from lateral soil movements (courtesy DelDOT). ............................................................................. 74 Typical field reconnaissance form..........................................84 Standard split spoon sampler. ............................................... 91 Shelby tubes (after Mayne et al. 2002)...................................91 Rock core samples. .............................................................. 93 xvPDF Image | Design and Construction of Driven Pile Foundations
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