شمع های منفرد و گروهی شمع تحت بار جانبی ۲۰۱۰
Single Piles and Pile Groups Under Lateral Loading 2010

1. Front Cover

2. Dedication

3. Contents

4. Preface

5. List of Symbols

6. Chapter 1 - Techniques for design

7. Chapter 2 - Derivation of equations and methods of solution

8. Chapter 3 - Models for response of soil and weak rock

9. Chapter 4 - Structural characteristics of piles

10. Chapter 5 - Analysis of groups of piles subjected to inclined and eccentric loading

11. Chapter 6 - Analysis of single piles and groups of piles subjected to active and passive loading

12. Chapter 7 - Case studies

13. Chapter 8 - Testing of full-sized piles

14. Chapter 9 - Implementation of factors of safety

15. Chapter 10 - Suggestions for design

16. Appendix A - Broms method for analysis of single piles under lateral loading

17. Appendix B - Nondimensional coefficients for piles with finite length, no axial load, constant Ep/Ip, and constant Epy

18. Appendix C - Difference equations for step-tapered beams on foundations having variable stiffness

19. Appendix D - Computer Program COM622

20. Appendix E (Reese and Matlock, 1956) - Non-dimensional curves for piles under lateral loading for case where Epy=kpyx

21. Appendix F - Tables of values of efficiency measured in tests of groups of piles under lateral loading

22. Appendix G - Horizontal stresses in soil near shaft during installation of a pile

23. Appendix H - Use of data from testing uninstrumented piles under lateral loading to obtain soil response

24. Appendix I – (Eurocode 7-1994) - Eurocode principles related to geotechnical design

25. Appendix J - Discussion of factor of safety related to piles under axial load

26. References

27. Answers to Homework Problems

28. CD Label Insert

29. Back Cover