Single Piles and Pile Groups Under Lateral LoadingCRC Press, 15 déc. 2010 - 508 pages The complexities of designing piles for lateral loads are manifold as there are many forces that are critical to the design of big structures such as bridges, offshore and waterfront structures and retaining walls. The loads on structures should be supported either horizontally or laterally or in both directions and most structures have in common t |
Table des matières
| 1 | |
Chapter 2 Derivation of equations and methods of solution | 23 |
Chapter 3 Models for response of soil and weak rock | 53 |
Chapter 4 Structural characteristics of piles | 119 |
Chapter 5 Analysis of groups of piles subjected to inclined and eccentric loading | 135 |
Chapter 6 Analysis of single piles and groups of piles subjected to active and passive loading | 205 |
Chapter 7 Case studies | 281 |
Chapter 8 Testing of fullsized piles | 333 |
Appendix D Computer Program COM622 | 441 |
Appendix E Reese and Matlock 1956 Nondimensional curves for piles under lateral loading for case where Epykpyx | 451 |
Appendix F Tables of values of efficiency measured in tests of groups of piles under lateral loading | 461 |
Appendix G Horizontal stresses in soil near shaft during installation of a pile | 465 |
Appendix H Use of data from testing uninstrumented piles under lateral loading to obtain soil response | 471 |
Appendix I Eurocode 71994 Eurocode principles related to geotechnical design | 477 |
Appendix J Discussion of factor of safety related to piles under axial load | 481 |
| 485 | |
Chapter 9 Implementation of factors of safety | 381 |
Chapter 10 Suggestions for design | 397 |
Appendix A Broms method for analysis of single piles under lateral loading | 403 |
Appendix B Nondimensional coefficients for piles with finite length no axial load constant EpIp and constant Epy | 419 |
Appendix C Difference equations for steptapered beams on foundations having variable stiffness | 429 |
Answers to Homework Problems | 501 |
CD Label Insert | 503 |
Back Cover | 505 |
Autres éditions - Tout afficher
Single Piles and Pile Groups Under Lateral Loading Lymon C. Reese,Willem van Impe Aperçu limité - 2000 |
Single Piles and Pile Groups Under Lateral Loading Lymon C Reese,William F. Van Impe Aperçu limité - 2000 |
Single Piles and Pile Groups Under Lateral Loading Lymon C. Reese,W. F. Van Impe Aucun aperçu disponible - 2011 |
Expressions et termes fréquents
analysis analytical applied assumed axial load behavior bending stiffness bored piles coefficient cohesive soil computed values computer code concrete cyclic loading depth developed displacement employed engineer EpIp Eplp equations experiment experimental and computed factor of safety failure Figure friction angle function ground surface groundline group of piles horizontal kN-m kN/m³ Lake Austin lateral loading layer length load cell load transfer Matlock maximum bending measured method Mmax modulus mudline Mustang Island nondimensional nonlinear obtained p-y curves parameters penetration pile cap pile diameter pile group pile head pile-head deflection piles under lateral plastic hinge presented procedure Ptult Reese response rotation sand selected shown in Fig shows single pile slope soft clay soil profile soil properties solution solved static loading steel stiff clay strain gauges stress stress-strain curve structure subgrade ultimate soil resistance undrained shear strength unit weight yield zero