Single Piles and Pile Groups Under Lateral LoadingCRC Press, 1 janv. 2000 - 480 pages Guiding the professional through the complexities of lateral-load design, this book and CD-ROM combination introduces the procedures involved in piles and pile group design. This is a problem that can only be solved by accounting for the soil resistance as related to the lateral deflection of the pile. Intricate equations are derived and fully explained, enabling the designer to find the critical loads, either causing a pile to be overloaded or causing too much lateral deflection. The CD-ROM contains simplified versions of two required programs that allow the reader to check the solutions of some of the examples given in the book and to find answers to related problems. |
Table des matières
DERIVATION OF EQUATIONS AND METHODS OF SOLUTION | 21 |
MODELS FOR RESPONSE OF SOIL AND WEAK ROCK | 49 |
STRUCTURAL CHARACTERISTICS OF PILES | 109 |
ANALYSIS OF GROUPS OF PILES SUBJECTED TO INCLINED | 125 |
ANALYSIS OF SINGLE PILES AND GROUPS OF PILES SUBJECTED | 187 |
CASE STUDIES | 259 |
TESTING OF FULLSIZED PILES | 303 |
IMPLEMENTATION OF FACTORS OF SAFETY | 347 |
SUGGESTIONS FOR DESIGN | 363 |
APPENDICES | 369 |
B Nondimensional coefficients for piles with finite length no axial load | 385 |
Instructions for use of student versions of computer programs LPILE | 405 |
F Tables of values of efficiency measured in tests of groups of piles under | 419 |
Eurocode principles related to geotechnical design | 435 |
| 457 | |
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 - 2010 |
Single Piles and Pile Groups Under Lateral Loading Lymon C. Reese,W. F. Van Impe Aucun aperçu disponible - 2011 |
Expressions et termes fréquents
American Petroleum Institute analysis analytical applied assumed axial load behavior bending stiffness bored piles coefficient cohesionless soil cohesive soil computed values computer code concrete cyclic loading depth displacement engineer Eplp equations experiment experimental and computed factor of safety failure friction angle function geotechnical 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 mudline Mustang Island nondimensional nonlinear obtained overburden pressure p-y curves parameters penetration pile cap pile diameter pile group pile-head deflection piles under lateral plastic hinge presented procedure Reese rotation sand selected shown in Figure shows single pile slope soft clay soil properties soil resistance solution solved static loading steel stiff clay strain gauges stress stress-strain curve structure subgrade test pile tion undrained shear strength unit weight value of Pult wall yield zero