<p><span>This book presents models that capture the nonlinear response of piles subjected to lateral forces. Utilising a consistent approach encompassing new mathematical models, it offers solutions presented as closed-form expressions and underpinned by the same set of 3-5 measurable soil-input par
Design of Piles Under Cyclic Loading: SOLCYP Recommendations
โ Scribed by Alain Puech, Jacques Garnier
- Publisher
- Wiley-ISTE
- Year
- 2018
- Tongue
- English
- Leaves
- 443
- Edition
- 1
- Category
- Library
No coin nor oath required. For personal study only.
โฆ Synopsis
Recent developments in the fields of energy, transport and industrial engineering have led to the emergence of new types of structures and infrastructures subject to variable stresses, for which the usual methods for designing pile foundations are now inadequate. The recommendations presented in this book will help to partly fill this technical gap by proposing a methodological approach and calculation methods to take account of the effects of cyclic loads in the design of foundations on piles. These are based on both laboratory and full scale experiments, and on modeling carried out within the framework of the national SOLCYP project.
โฆ Subjects
Mechanics;Physics;Science & Math;Mechanics;Science & Mathematics;New, Used & Rental Textbooks;Specialty Boutique
๐ SIMILAR VOLUMES
<p><p>T. Wichtmann, T. Triantafyllidis: Behaviour of granular soils under environmentally induced cyclic loads. - D. Muir Wood: Constitutive modelling. - C. di Prisco: Creep versus transient loading effects in geotechnical problems. - M. Pastor et al.: Mathematical models for transient, dynamic and
This guide provides a thorough review of the pertinent existing knowledge in the area of constitutive modelling of concrete steel bonds and of their interaction. It discusses the problems encountered in assembling the various elements with the purpose of constructing the model of an element made of
Techniques for designIntroductionOccurrence of laterally loaded pilesNature of the soil responseResponse of a pile to kinds of loadingModels for use in analyses of a single pileModels for groups of piles under lateral loading Status of current state-of-the-art Derivation of equations and methods o