Viscoelastic or creep behaviour can have a signi"cant in#uence on the load transfer (t}z) response at the pile}soil interface, and thus on the pile load settlement relationship. Many experimental and theoretical models for pile load transfer behaviour have been presented. However, none of these has
Load transfer approach for laterally loaded piles
โ Scribed by Wei Dong Guo; F. H. Lee
- Publisher
- John Wiley and Sons
- Year
- 2001
- Tongue
- English
- Weight
- 304 KB
- Volume
- 25
- Category
- Article
- ISSN
- 0363-9061
- DOI
- 10.1002/nag.169
No coin nor oath required. For personal study only.
๐ SIMILAR VOLUMES
An analytical approach for the determination of the response of a single circular cylindrical pile subjected to a lateral dynamic load is presented[ The kinetic and the potential energies of the pile!foundation system are minimized by variational principle to obtain the governing \_eld equations of
In general, pile materials are assumed to be isotropic during the analysis of the load}de#ection response of piles under lateral loads. However, commonly used materials such as reinforced concrete and timber as well as potentially promising new pile materials such as "ber reinforced polymers are typ