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Figure 6-17 Figure 6-18 Figure 6-19 Figure 6-20 Figure 6-21 Figure 6-22 Figure 6-23 Figure 6-24 Figure 6-25 Figure 6-26 Figure 6-27 Figure 6-28 Figure 6-29 Figure 7-1 Figure 7-2 Figure 7-3 Figure 7-4 Figure 7-5 Figure 7-6 Figure 7-7 Figure 7-8 Figure 7-9 Figure 7-10 Figure 7-11 Figure 7-12 Tapertube piles (courtesy DFP Foundation Products, LLC). .. 174 Spin Fin pile load transfer illustration. .................................. 175 30 inch diameter Spin Fin pile. ............................................ 176 Typical prestressed concrete piles. ...................................... 177 Square prestressed concrete piles....................................... 177 Typical spun-cast concrete cylinder pile section.................... 179 Concrete cylinder pile. ........................................................ 180 Precast concrete piles each with H-pile stinger. .................... 181 Steel pipe - H-pile composite piles. ...................................... 182 Soil sampling and testing protocol for corrosion assessment of steel piles in non-marine applications. .............................. 189 Procedure for uniform or macrocell corrosion assessment of steel piles in non-marine applications................................... 190 Procedure for determination of electrochemical testing, corrosion monitoring and corrosion mitigation techniques...... 191 Loss of thickness by corrosion for steel piles in seawater (after Morley and Bruce 1983). ............................................ 193 Compaction of cohesionless soils during pile driving (after Broms 1966). ..................................................................... 215 Disturbance of cohesive soils during pile driving (after Broms 1966). ..................................................................... 216 Situation where two static analyses are necessary due to scour. ................................................................................ 218 Situation where two static analyses are necessary due to fill materials............................................................................ 218 Typical load transfer profiles. .............................................. 220 Effective stress diagram – water table below ground surface. ............................................................................. 222 Effective stress diagram – water table above ground surface. ............................................................................. 222 Nordlund’s general equation diagram for nominal resistance. ......................................................................... 234 Relationship of // ¥and pile soil displacement, V, for various pile types (after Nordlund 1979). ......................................... 235 Design curve for evaluating K /for piles when Û Û DIW Nordlund 1979). ................................................................. 235 Design curve for evaluating K /for piles when ¥ Û DIW Nordlund 1979). ................................................................. 236 Design curve for evaluating K /for piles when ¥ Û DIW Nordlund 1979). ................................................................. 237 xviiPDF Image | Design and Construction of Driven Pile Foundations
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