LOAD-DEFORMATION CHARACTERISTICS OF DRILLED PIERS. PROCEEDINGS OF THE ELEVENTH INTERNATIONAL CONFERENCE ON SOIL MECHANICS AND FOUNDATION ENGINEERING, SAN FRANCISCO, 12-16 AUGUST 1985

Foundations on drilled piers are very efficient for carrying large loads to a deep bearing stratum. Pertinent data on the behaviour of such elements are quite rare due to the difficulties encountered with the large scale test programs. Field tests on 8 axially loaded drilled piers and 9 laterally loaded piers have been performed on 5 different sites in Romania. Behaviour under axial load was strongly affected by the nature of the soil at the base of the pier. Under lateral load, piers behaved satisfactorily, regardless of the direction of the load and the nature of the soil. Based on the interpretation of the results, analytical procedures were developed for defining the load-settlement and load-deflection relationship. For the covering abstract of the conference see IRRD 287689. (TRRL)

• Availability:
  • Find a library where document is available. Order URL: http://worldcat.org/isbn/9061915643
• Corporate Authors:

  AA Balkema

  P.O. Box 1675
  Rotterdam,   Netherlands  BR-3000
• Authors:
  • Manoliu, I
  • Dimitriu, D V
  • Radulescu, N
  • Dobrescu, G H
• Publication Date: 1985

Media Info

• Features: Figures; References; Tables;
• Pagination: p. 1553-58
• Serial:
  • Publication of: Balkema (AA)
  • Publisher: AA Balkema

Subject/Index Terms

• TRT Terms: Axial loads; Bearing capacity; Bridge foundations; Bridge piers; Conferences; Deflection; Field tests; Loads; Piers (Supports); Settlement (Structures)
• Uncontrolled Terms: Drilled piers; Lateral loads
• Old TRIS Terms: Load deflection; Load settlement; Pier foundation
• Subject Areas: Bridges and other structures; Geotechnology; Highways;

Filing Info

• Accession Number: 00466409
• Record Type: Publication
• Source Agency: Transport Research Laboratory
• ISBN: 90 6191 564 3
• Files: ITRD, TRIS
• Created Date: Mar 31 1988 12:00AM