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Figure 7-13 Figure 7-14 Figure 7-15 Figure 7-16 Figure 7-17 Figure 7-18 Figure 7-19 Figure 7-20 Figure 7-21 Figure 7-22 Figure 7-23 Figure 7-24 Figure 7-25 Figure 7-26 Figure 7-27 Figure 7-28 Figure 7-29 Figure 7-30 Figure 7-31 Figure 7-32 Figure 7-33 Design curve for evaluating K /for piles when ¥ Û Nordlund 1979). ................................................................. 237 Correction factor for K /when / • ¥(after Nordlund 1979)...... 238 Relationship between maximum unit toe resistance and friction angle for cohesionless soils (after Meyerhof 1976)..... 238 & K D U W tIcoReffUicientaHndVbeaWringLcaPpaDcityW L Q J factor N’q (after Bowles 1977)............................................. 239 Adhesion values for piles in cohesive soils (after Tomlinson 1979)................................................................................. 248 Adhesion factors for driven piles in clay (Tomlinson 1980)..... 249 Penetrometer design curves for pile shaft friction in sand (after FHWA Implementation Package, FHWA-TS-78-209). . 265 Design curve for pile shaft friction in clay (after Schmertmann 1978). .......................................................... 265 Illustration of Nottingham and Schmertmann Procedure for estimating pile toe resistance (FHWA-TS-78-209). ............... 266 Bearing capacity factors for foundations on rock (modified from Pells and Turner 1980)................................................ 273 Soil profile for computer software comparison. ..................... 276 Nominal resistance from DRIVEN program using FHWA method. ............................................................................. 276 Nominal resistance from APILE program using FHWA Method. ............................................................................. 277 Nominal resistance from UNIPILE program using Beta Method. ............................................................................. 277 Nominal resistance versus depth for three pile types calculated by the APILE program with the FHWA Method. .... 278 Design chart of nominal resistance, Rn, and factored resistance, Rr, versus depth for one pile type with different field control methods. ......................................................... 280 Overlap of stress zones for friction pile group (after Bowles 1988)................................................................................. 283 Measured dissipation of excess pore water pressure in soil surrounding full scale pile groups (after O’Neill 1983)............ 285 Three dimensional pile group configuration (after Tomlinson 1994)................................................................................. 287 Design chart for nominal and factored resistance in axial tension. ............................................................................. 290 Uplift of pile group in cohesionless soil (after Tomlinson 1994)................................................................................. 292 D I W H . xviiiPDF Image | Design and Construction of Driven Pile Foundations
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