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Table 7-1 Table 7-2 Table 7-3 Table 7-4 Table 7-5 Table 7-6 Table 7-7 Table 7-8 Table 7-9 Table 7-10 Table 7-11 Table 7-12 Table 7-13 Table 7-14 Table 7-15 Table 7-16 Table 7-17 Table 7-18 Table 7-19 Table 7-20 Table 7-21 Table 7-22 Table 7-23 Table 7-24 Resistance Factors for Static Analysis Methods Presented in this Manual (modified from AASHTO 2014) ...................... 224 Resistance Factors for Field Determination Methods (after AASHTO 2014)..................................................................226 Summary of Static Analysis Methods in GEC-12 and AASHTO (2014) for Determination of Nominal Resistance .. 228 Methods of Static Analysis for Piles in Cohesionless Soils .... 230 Methods of Static Analysis for Piles in Cohesive Soils........... 231 Design Table for Evaluating K /for Piles when &= 0° and V = 0.10 to 1.00 ft3/ft.............................................................. 240 Design Table for Evaluating K /for Piles when &= 0° and V = 1.0 to 10 ft3/ft.................................................................. 241 Design Parameter Guidelines for Cohesionless Siliceous Soil (afterAPI1993)..........................................................253 $ S S U R [ L P D Wt CHoefficie5ntsD (aQfteJr FHelleniusR I DQG 2014)................................................................................. 256 Input Factors for Brown’s Method ........................................ 260 Cs Values for Eslami and Fellenius Method (after Fellenius 2014)................................................................................. 261 CPT Cf VALUES ................................................................ 264 Published Nominal Shaft Resistance Values in Weak Rock Materials............................................................................ 270 Published Nominal Toe Resistance Values in Weak Rock Materials............................................................................ 271 Summary of Computer Analysis Software for Axial Single Pile Analysis ...................................................................... 275 Soil Setup Factors (after Rausche et al. 1996) ..................... 299 Hydraulic Design, Scour Design, and Scour Design Check Flood Frequencies per HEC-18 (after Arneson et al. 2012) ... 305 Tolerable Movement Criteria for Bridges .............................. 310 Time Factors for Settlement ................................................ 326 Typical Modulus and Stress Exponent Values (after Canadian Geotechnical Society 1985) ................................. 333 Representative Values of 50 for Clays ................................. 358 Representative Modulus of Subgrade Reaction Values, ks and kc, for Clays and Sands ................................................ 359 Laterally Loaded Pile Group Studies .................................... 367 Summary of Ground Improvement Method and Increase in Lateral Resistance (after Rollins and Brown 2011)................ 373 xiiiPDF Image | Design and Construction of Driven Pile Foundations
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