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7.10.2 Identification of High Rebound Soils........................... 400 7.10.3 Soil and Pile Heave................................................... 400 7.10.4 PilesDrivenThroughEmbankmentFills.....................402 7.10.5 Effect of Predrilling, Jetting and Vibratory Installation on Nominal Resistance ............................................. 403 7.10.6 Densification Effects on Nominal Resistance and Installation Conditions ............................................... 404 7.10.7 Plugging of Open Pile Sections.................................. 405 REFERENCES....................................................................................... 411 8 STRUCTURAL ASPECTS AND LIMIT STATES............................... 427 8.1 INTRODUCTION ................................................................. 427 8.2 BASIC STRUCTURAL PROPERTIES OF DRIVEN PILES...... 428 8.2.1 Material Properties.................................................... 428 8.2.2 Pile Section Definitions.............................................. 430 8.2.3 Effective Length and Buckling.................................... 433 8.3 STRUCTURAL CONSIDERATIONS AND RESISTANCE FACTORS........................................................................... 434 8.3.1 Depth to Fixity .......................................................... 435 8.3.2 Limiting Slenderness Ratio ........................................ 436 8.3.3 Resistance Factors ................................................... 436 8.4 TIMBER PILES .................................................................... 439 8.4.1 Driving Stresses ....................................................... 440 8.4.2 Structural Resistance ................................................ 441 8.4.2.1 Axial Compression Parallel to Grain ............. 441 8.4.2.2 Flexure....................................................... 443 8.4.2.3 Combined Flexure and Axial Compression ... 444 8.5 STEEL PILES...................................................................... 445 8.5.1 Driving Stresses ....................................................... 445 8.5.2 Structural Resistance ................................................ 445 8.5.2.1 Axial Compression...................................... 445 8.5.2.2 Flexure....................................................... 449 8.5.2.3 Combined Axial Compression and Flexure ... 452 8.5.2.4 Shear ......................................................... 453 8.5.3 Example Calculations for H Pile Structural Resistance. .............................................................. 454 8.6 CONCRETE PILES.............................................................. 459 8.6.1 Driving Stresses ....................................................... 459 8.6.2 Structural Resistance ................................................ 460 8.6.2.1 Axial Compression...................................... 460 viiiPDF Image | Design and Construction of Driven Pile Foundations
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