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Table 7-25 Table 7-26 Table 7-27 Table 7-28 Table 7-29 Table 7-30 Table 7-31 Table 7-32 Table 8-1 Table 8-2 Table 8-3 Table 8-4 Table 8-5 Table 8-6 Table 8-7 Table 8-8 Summary of Ground Improvement Method and Associated Costs for Increase in Lateral Resistance after (Rollins and Brown 2011) ...................................................................... 373 Site Class Definition ........................................................... 379 Site Factor Values, Fpga, at Zero Period Acceleration ............ 380 Site Factor Values, Fa, for Short Period Coefficient Ss........... 380 Site Factor Values, Fv, for Long Period Coefficient, S1 .......... 380 Seismic Zones ................................................................... 382 Blow Count Correction, Ncorr, for the Equivalent Clean Sand Blow Count, (N1)60-e ............................................................ 384 Summary of Load and Resistance Information ..................... 390 Common Steel Pipe Pile Grades and Yield Stress................ 429 Common Steel H-pile Grades and Yield Stress .................... 429 Timber Pile Compression Stress and Elastic Modulus Reference Values (after AASHTO 2014) .............................. 430 Rate of Increase of Soil Modulus with Depth for Sands (ksi/ft) (after AASHTO 2014) .............................................. 436 Resistance Factors During Pile Driving ................................ 438 Structural Limit Resistance Factors for Piles in Compression 438 Reference Design Values for Timber Piles, ksi (after AASHTO 2014)..................................................................439 Time Effect Factors (after AASHTO 2014) ........................... 439 xivPDF Image | Design and Construction of Driven Pile Foundations
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