Advertisement

‘Pali radice’ structures

  • F. Lizzi

Abstract

The introduction of piling techniques for new buildings at the beginning of this century was one of the great advances in modern construction methods. Steel piles, precast concrete piles and bored cast-in-situ concrete piles replaced the old shallow foundation systems. The most important feature of piling techniques was the opportunity to design foundations on the basis of the loadbearing capacity of a single pile which could be verified, when necessary, by direct load test. Pile diameters, according to early European Rules, could not be less than 400 mm.

Keywords

Bearing Capacity Foundation Settlement Reinforce Concrete Beam Differential Settlement Railway Tunnel 
These keywords were added by machine and not by the authors. This process is experimental and the keywords may be updated as the learning algorithm improves.

Preview

Unable to display preview. Download preview PDF.

Unable to display preview. Download preview PDF.

Bibliography

  1. 1.
    Lizzi, F. (1964). Root pattern piles underpinning. In Symposium on Bearing Capacity of Piles, Roorkee, India.Google Scholar
  2. 2.
    Zanetto, L. (1975). Aspetti tecnologici della costruzione dei micropali. In 6° Ciclo Annuale di Conferenze Dedicato ai Problemi di Meccanica dei Terreni, Politecnico di Torino.Google Scholar
  3. 3.
    Lizzi, F. (1976). Pieu de fondation à ‘cellule de précharge’. In Revue ‘Construction’, June 1976, Paris.Google Scholar
  4. 4.
    Lizzi, F. (1977). Practical engineering in structurally complex formations. In International Symposium on the ‘Geotechnics of Structurally Complex Formations’, Capri.Google Scholar
  5. 5.
    Lizzi, F. (1978). ‘Reticulated root piles’ to correct landslides. In ASCE Convention, October 1978, Chicago.Google Scholar
  6. 6.
    Lizzi, F. (1981). The Static Restoration of Monuments. S.A.G.E.P. Publisher, Genoa.Google Scholar

Copyright information

© Springer Science+Business Media Dordrecht 1993

Authors and Affiliations

  • F. Lizzi

There are no affiliations available

Personalised recommendations