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...
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Behavior of pile groups
Bibliography
Standards and norms
- Essai statique de pieu isolé sous effort transversal. Norme française, octobre 1993, 18 p. - AFNOR NF P 94-151 - (1993)
- Static testing of insulated piles under axial load – Part 2: in tension, December 1999. European standard NF EN 22477-2, forthcoming. - AFNOR NF P 94-150-2 - (1999)
- Eurocode : Bases du calcul des structures, mars. Annexe nationale : NF EN 1990/NA, décembre 2011. - AFNOR NF EN 1990 - (2003) ...
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