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Figure 5-1 Figure 5-2 Figure 5-3 Figure 5-4 Figure 5-5 Figure 5-6 Figure 5-7 Figure 5-8 Figure 5-9 Figure 5-10 Figure 5-11 Figure 5-12 Figure 5-13 Figure 6-1 Figure 6-2 Figure 6-3 Figure 6-4 Figure 6-5 Figure 6-6 Figure 6-7 Figure 6-8 Figure 6-9 Figure 6-10 Figure 6-11 Figure 6-12 Figure 6-13 Figure 6-14 Figure 6-15 Figure 6-16 Schematic of common of in-situ tests (after Mayne et al. 2001)................................................................................. 102 Standard Penetration Test schematic (after Mayne et al. 2001)................................................................................. 104 Standard Penetration Test hammer types. ........................... 105 Instrumented 2 foot long AW rod atop drill string for SPT hammer energy measurements. .......................................... 106 Adjacent borings with different SPT hammer types (after Finno 1989). ...................................................................... 107 Cone penetrometers (after Mayne et al. 2001)...................... 110 CPT rig. ............................................................................. 110 Soil behavior type classification chart based on normalized CPT data (after Robertson 1990)......................................... 112 Vane shear test schematic (after Mayne et al. 2001)............. 113 Typical ranges of friction angle for rockfills, gravels and sands (Note: 1 kPA = 0.145 psi) (after Terzaghi et al. 1996)................................................................................. 126 Relationship between ’¥and PI (after Terzaghi et al. 1996). .. 127 Soil stress strain curve and 50% secant modulus (after Brown et al. 2010). ............................................................. 131 Plot of Void Ratio vs Vertical Effective Stress from consolidation test. .............................................................. 133 Pile classification chart. ...................................................... 156 Timber pile typical illustration. ............................................. 157 Steel H-pile typical illustration.............................................. 158 Steel pipe piles typical illustration. ....................................... 159 Precast, prestressed concrete typical illustration................... 160 Monotube pile typical illustration. ......................................... 161 Tapertube pile typical illustration.......................................... 162 Composite piles typical illustration. ...................................... 163 Timber piles. ...................................................................... 164 H-piles with driving shoes. .................................................. 166 Typical 16 inch closed end pipe pile..................................... 169 42 inch diameter, spiral weld, open end, pipe for main river pier.................................................................................... 171 Large diameter open end pipe piles. .................................... 171 Constrictor plate................................................................. 172 Constrictor plate installed inside pipe pile. ............................ 172 Tapered Monotube section (right) with add-on sections (left). ................................................................................. 173 xviPDF Image | Design and Construction of Driven Pile Foundations
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