^ Tragverhalten von horizontal belasteten Flügelpfählen | Structurae
  • DE
  • EN
  • FR
  • International Database and Gallery of Structures


Tragverhalten von horizontal belasteten Flügelpfählen


Medium: journal article
Language(s): German
Published in: Bautechnik, , n. 12, v. 86
Page(s): 756-764
DOI: 10.1002/bate.200910073

On the response of laterally loaded piles with wings.

The use of wings attached to the pile shaft near ground surface is a simple but effective way to improve the lateral pile response. The mobilised soil resistance in this section is significantly higher and the lateral deformation decreases. This paper presents numerical analysis of winged piles and a design method is outlined. Small-scale field trials in sand and organic clay clearly point out the benefit of winged piles and proved the validity of the design method. Furthermore, design charts for a pre-design of winged piles in sand are included.

widening pile shaft numerical model field test winged pile wing efficiency wing factor subsoil resistance pre-design charts offshore wind energy Finpile field trials mechanical model pile cap
Available from: Refer to publisher
Structurae cannot make the full text of this publication available at this time. The full text can be accessed through the publisher via the DOI: 10.1002/bate.200910073.
  • About this
    data sheet
  • Reference-ID
  • Published on:
  • Last updated on: