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Table 2-1 Table 2-2 Table 2-3 Table 2-4 Table 2-5 Table 3-1 Table 3-2 Table 3-3 Table 3-4 Table 4-1 Table 4-2 Table 4-3 Table 4-4 Table 4-5 Table 4-6 Table 5-1 Table 5-2 Table 5-3 Table 5-4 Table 5-5 Table 5-6 LIST OF TABLES Limit State, Load Case, and Load Combination (after AASHTO 2014)......................................................................8 Load Combinations and Load Factors (after AASHTO 2014)...10 Load Factors for Permanent Loads (after AASHTO 2014) ....... 11 Design Stage Communication ............................................... 40 Construction Stage Communication....................................... 41 Foundation Information Sources Provided by the Federal Highway Administration ........................................................ 45 Foundation Types and Typical Uses (Modified from Bowles 1977)................................................................................... 48 Pile Length Estimates Based on Field Methods and Factored Resistances ........................................................... 59 Compression Factor, ,. for Sand Based on Soil Density and Level of Driving Energy (after Massarsch and Fellenius 2014)................................................................................... 67 Subsurface Exploration Phases............................................. 81 Sources of Subsurface Information and Use ..........................82 Minimum Number of Exploration Points per Substructure (modified from Sabatini et al. 2002) ....................................... 87 Soil Boring Methods ............................................................. 89 Summary of Rock Coring Methods ........................................ 92 Rock Quality Designation...................................................... 94 Field and Laboratory Tests for Geomaterial Parameter Determination .................................................................... 100 Summary of In-Situ Methods ............................................... 103 Soil Index Tests used for Driven Pile Design (modified from Brown et al. 2010) .............................................................. 116 Typical Values of Sensitivity (after Sowers 1979).................. 117 AASHTO (2014) Correlation Between SPT (N1)60 values to Drained Friction Angle of Granular Soils (modified after Bowles 1997) ..................................................................... 123 Correlation Between Relative Density, SPT N value, and Internal Friction Angle for Cohesionless Soils in GEC-5 (2002) (after Meyerhof 1956) .............................................. 123 xiPDF Image | Design and Construction of Driven Pile Foundations
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