SPECIFICATION FOR PRECAST REINFORCED CONCRETE SEGMENTAL PILES

This specification refers to piles formed from single or joined precast concrete elements. The following aspects are dealt with under the heading design: maximum load, axial compressive strength, ultimate bearing capacity. The various codes of practice defining these properties are listed. When considering materials, definitions are given for the following: reinforcement, pile joints, pile shoes and pile head. Other sections of the specification are as follows: workmanship (casting moulds, pile identification, pile handling); pile installation (driving equipment and procedure); repair and cutting down of pile heads; cracking in pile elements. A final section lists the types of records that should be kept (e.g. Pile number, rake, pile dimensions etc). A series of explanatory notes is appended dealing with pile design, preliminary test piles and re-assessment of pile design, proof tests on working piles, data requirements, in-situ soil testing, use of cp 110, positional and alignment tolerances, heave and trimming of piles. (TRRL)

  • Availability:
  • Corporate Authors:

    Foundation Publications Limited

    7 Ongar Road
    Brentwood CM15 9AU, Essex,   England 
  • Publication Date: 1985-4

Media Info

  • Pagination: p. 10-15
  • Serial:
    • GROUND ENGINEERING
    • Volume: 18
    • Issue Number: 3
    • Publisher: EMAP CONSTRUCT LIMITED
    • ISSN: 0017-4653

Subject/Index Terms

Filing Info

  • Accession Number: 00450837
  • Record Type: Publication
  • Source Agency: Transport Research Laboratory
  • Files: ITRD, TRIS
  • Created Date: Aug 27 2004 9:56PM