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REFERENCES....................................................................................... 207 7 GEOTECHNICAL ASPECTS AND LIMIT STATE DESIGN ............... 211 7.1 INTRODUCTION ................................................................. 211 7.1.1 Static Analysis Methods in Limit State Design............. 212 7.1.2 Events During and After Pile Driving .......................... 214 7.1.2.1 Cohesionless Soils...................................... 214 7.1.2.2 Cohesive Soils ............................................ 216 7.1.2.3 Additional Soil Resistance Considerations .... 217 7.1.3 Load Transfer ........................................................... 219 7.1.4 Effective Stress ........................................................ 221 7.1.5 Resistance Factors ................................................... 223 7.1.6 Interdiscipline Communication and Coordination......... 227 7.2 STRENGTH LIMIT STATES ................................................. 227 7.2.1 Determination of Nominal Resistance for Single Piles . 227 7.2.1.1 General ...................................................... 227 7.2.1.2 Static Analysis Overview ............................. 229 7.2.1.3 Nominal Resistance of Single Piles in Soils .. 232 7.2.1.3.1 Nordlund Method – Cohesionless Soils . 232 7.2.1.3.2 7.2.1.3.3 7.2.1.3.4 7.2.1.3.5 7.2.1.3.6 7.2.1.3.7 -.Method-CohesiveSoils...................245 P2A Method – Mixed Soil Profiles ......... 251 Effective Stress -Method – Mixed Soil Profiles ............................................... 255 Brown Method – Mixed Soil Profiles – SPT Data ............................................ 258 Eslami and Fellenius Method – CPT Data.................................................... 260 Nottingham and Schmertmann Method – CPT Data ......................................... 262 7.2.1.4 Nominal Resistance of Single Piles to Rock..269 7.2.1.4.1 Piles Driven into Soft and Weak Rock ... 271 7.2.1.4.2 Piles Driven to Hard Rock .................... 272 7.2.1.5 Software for Single Pile Nominal Resistance Computations ............................................. 274 7.2.2 Resistance of Pile Groups in Axial Compression......... 280 7.2.2.1 Pile Groups in Cohesionless Soils ................ 282 7.2.2.2 Pile Groups in Cohesive Soils ...................... 284 7.2.2.3 Block Failure of Pile Groups ........................ 286 7.2.3 Design for Axial Tension Resistance .......................... 288 7.2.3.1 Axial Tension Resistance of Single Piles ...... 288 vPDF Image | Design and Construction of Driven Pile Foundations
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