Drilled Shafts in Rock: Analysis and DesignCRC Press, 15 mai 2004 - 396 pages Drilled shafts in rock are widely used as foundations of heavy structures such as highway bridges and tall buildings. Although much has been learned about the analysis and design of drilled shafts in rock, all the major findings are published in the form of reports and articles in technical journals and conference proceedings. This book i |
Table des matières
Chapter 1 Introduction | 1 |
Chapter 2 Intact rock and rock mass | 9 |
Chapter 3 Characterization of discontinuities in rock | 33 |
Chapter 4 Deformability and strength of rock | 71 |
Chapter 5 Site investigation and rock testing | 151 |
Chapter 6 Axial load capacity of drilled shafts in rock | 189 |
Chapter 7 Axial deformation of drilled shafts in rock | 227 |
Chapter 8 Lateral load capacity of drilled shafts in rock | 251 |
Chapter 9 Lateral deformation of drilled shafts in rock | 263 |
Chapter 10 Stability of drilled shaft foundations in rock | 307 |
Chapter 11 Drilled shafts in karstic formations | 315 |
Chapter 12 Loading test of drilled shafts in rock | 327 |
| 355 | |
| 377 | |
Back Cover | 387 |
Autres éditions - Tout afficher
Expressions et termes fréquents
analysis angle applied assumed axial base behavior block borehole calculated capacity cell clay compressive strength considered construction core criterion curve deflection deformation deformation modulus depending depth described determined developed diameter direction discontinuities displacement distribution drilled shafts effect elastic element end bearing Equation equivalent estimated et al expressed factor failure Figure foundations fracture given ground head hole intact rock interface joint lateral load length limited load test material mean measured method modulus normal obtained orientation parameters pile plane presented pressure properties proposed qmax range ratio reaction reduce relations represent resistance respectively rock mass roughness sampling shafts in rock shown in Figure shows side shear resistance soil solutions spacing strength stress structural surface Table trace length ultimate usually values weathered Zhang
Fréquemment cités
Page 367 - International Society for Rock Mechanics, Commission on Standardization of Laboratory and Field Tests.