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5.2.1 Soil Classification and Index Properties ...................... 115 5.2.2 In-Situ Stress............................................................ 118 5.2.3 Shear Strength ......................................................... 119 5.2.3.1 Laboratory Tests for Soil Shear Strength ...... 121 5.2.3.1.1 DirectShear........................................121 5.2.3.1.2 UnconfinedCompression.....................121 5.2.3.1.3 TriaxialCompressionTest....................122 5.2.3.2 Effective Stress Friction Angle Correlations, Cohesionless Soils...................................... 122 5.2.3.3 Fully Drained Shear Strength of Fine- Grained Cohesive Soils ............................... 127 5.2.3.4 Undrained Shear Strength of Fine-Grained Cohesive Soils ............................................ 127 5.2.4 Deformation ............................................................. 130 5.2.4.1 Elastic Deformation..................................... 130 5.2.4.2 Primary Consolidation Settlement ................ 132 5.2.5 Electro Chemical Properties ...................................... 134 5.3 ROCK PARAMETERS ......................................................... 134 5.3.1 Rock Index Properties and Classification.................... 135 5.3.2 Rock Mass Shear Strength........................................ 135 5.3.3 Rock Mass Deformation ............................................ 136 5.4 CONSIDERATIONS FOR PILE DRIVABILITY ....................... 136 5.5 SELECTION OF PARAMETERS FOR DESIGN AND CONSTRUCTION................................................................ 137 5.5.1 Soil Parameters ........................................................ 138 5.5.2 Rock Parameters......................................................138 5.5.3 Site Variability .......................................................... 140 5.6 GEOTECHNICAL REPORTING............................................ 142 5.6.1 Geotechnical Data Reports........................................ 142 5.6.2 Geotechnical Foundation Design Reports................... 144 5.6.3 Geotechnical Baseline Reports .................................. 148 REFERENCES....................................................................................... 149 6 PILE TYPES FOR FURTHER EVALUATION................................... 155 6.1 OVERVIEW OF TYPICAL PILE TYPES ................................ 155 6.2 TIMBER PILES .................................................................... 164 6.3 STEEL H-PILES .................................................................. 166 6.4 STEEL PIPE PILES ............................................................. 168 6.4.1 Closed End Steel Pipe .............................................. 168 6.4.2 Open End Steel Pipe ................................................ 170 iiiPDF Image | Design and Construction of Driven Pile Foundations
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