Behavior of pile groups
Deep foundations
Article REF: C248 V3
Behavior of pile groups
Deep foundations

Authors : Roger FRANK, Fahd CUIRA, Sébastien BURLON

Publication date: December 10, 2019 | Lire en français

Logo Techniques de l'Ingenieur You do not have access to this resource.
Request your free trial access! Free trial

Already subscribed?

5. Behavior of pile groups

A pile that is part of a group behaves differently from the isolated pile examined in the previous paragraphs. The modifications to be taken into account concern :

  • load-bearing capacity under axial loads ;

  • settling ;

  • negative friction ;

  • transverse behavior and transverse ground thrusts.

Two different causes are behind these group effects:

  • the installation of a set of piles creates a different kind of soil remodelling than that produced by the installation of an isolated pile, whose behaviour serves as a reference. The reaction of the soil under and around the pile is altered. For example, when driving piles in loose sands, the density of the soil and its mechanical...

You do not have access to this resource.
Logo Techniques de l'Ingenieur

Exclusive to subscribers. 97% yet to be discovered!

You do not have access to this resource. Click here to request your free trial access!

Already subscribed?


Article included in this offer

"Soil mechanics and geotechnics"

( 42 articles )

Complete knowledge base

Updated and enriched with articles validated by our scientific committees

Services

A set of exclusive tools to complement the resources

View offer details