Analysis and Design of Shallow and Deep Foundations, Volume 10Wiley, 2006 - 574 pages One-of-a-kind coverage on the fundamentals of foundation analysis and design Analysis and Design of Shallow and Deep Foundations is a significant new resource to the engineering principles used in the analysis and design of both shallow and deep, load-bearing foundations for a variety of building and structural types. Its unique presentation focuses on new developments in computer-aided analysis and soil-structure interaction, including foundations as deformable bodies. Written by the world's leading foundation engineers, Analysis and Design of Shallow and Deep Foundations covers everything from soil investigations and loading analysis to major types of foundations and construction methods. It also features:
|
Table des matières
INTRODUCTION | 1 |
ENGINEERING GEOLOGY | 11 |
FUNDAMENTALS OF SOIL MECHANICS | 21 |
Droits d'auteur | |
14 autres sections non affichées
Autres éditions - Tout afficher
Expressions et termes fréquents
assumed axial capacity axial load base bearing capacity behavior borehole Chapter 11 coefficient cohesionless soils cohesive soils computed concrete construction cyclic loading deep foundations deflection deposit depth developed drilled shaft driving effective stress end bearing excavation expansive clay factor of safety failure footing friction angle geomaterial geotechnical engineer ground surface groundline increment investigation laboratory lateral loading layer length load tests load transfer load-settlement curve measured method modulus movement nondimensional normally consolidated obtained occur overburden pressure overconsolidated p-y curves parameters penetration pile head plotted porewater pressure problem procedure recommended Reese sample sand settlement shallow foundations shown in Figure side resistance skin friction slope socket soil properties soil resistance solution specimen stiffness strain stratum stress-strain curve structure triaxial tests ultimate undrained shear strength unit weight versus vertical void ratio water content water table Young's modulus zero