A piled raft is a composed foundation in which the raft is in contact with soil. The applied vertical load is transferred from the raft to the soil and to the pile heads. The load sharing between the piles and the soil is a function of the complex interaction among the raft, the soil and the pile. Considering the complexity of the problem, the best way to investigate about this interaction is to perform physical model tests at field scale. Vertical load tests on different types of foundations (single pile, unpiled raft, pile group with a free-standing cap and a piled raft composed by 5 piles) in pyroclastic soil have been performed. The raft settlement and the axial load distribution along the pile shaft were monitored during all the tests.

Behaviour of Piled Raft in Pyroclastic Soil / Russo, Gianpiero; Raucci, Mariapia; Ramondini, Massimo. - In: PROCEDIA ENGINEERING. - ISSN 1877-7058. - 158:(2016), pp. 218-223. [http://dx.doi.org/10.1016/j.proeng.2016.08.432]

Behaviour of Piled Raft in Pyroclastic Soil

RUSSO, GIANPIERO;RAUCCI, MARIAPIA;RAMONDINI, MASSIMO
2016

Abstract

A piled raft is a composed foundation in which the raft is in contact with soil. The applied vertical load is transferred from the raft to the soil and to the pile heads. The load sharing between the piles and the soil is a function of the complex interaction among the raft, the soil and the pile. Considering the complexity of the problem, the best way to investigate about this interaction is to perform physical model tests at field scale. Vertical load tests on different types of foundations (single pile, unpiled raft, pile group with a free-standing cap and a piled raft composed by 5 piles) in pyroclastic soil have been performed. The raft settlement and the axial load distribution along the pile shaft were monitored during all the tests.
2016
Behaviour of Piled Raft in Pyroclastic Soil / Russo, Gianpiero; Raucci, Mariapia; Ramondini, Massimo. - In: PROCEDIA ENGINEERING. - ISSN 1877-7058. - 158:(2016), pp. 218-223. [http://dx.doi.org/10.1016/j.proeng.2016.08.432]
File in questo prodotto:
File Dimensione Formato  
1-s2.0-S1877705816326406-main.pdf

accesso aperto

Tipologia: Documento in Post-print
Licenza: Creative commons
Dimensione 471.23 kB
Formato Adobe PDF
471.23 kB Adobe PDF Visualizza/Apri

I documenti in IRIS sono protetti da copyright e tutti i diritti sono riservati, salvo diversa indicazione.

Utilizza questo identificativo per citare o creare un link a questo documento: https://hdl.handle.net/11588/662031
Citazioni
  • ???jsp.display-item.citation.pmc??? ND
  • Scopus 1
  • ???jsp.display-item.citation.isi??? 1
social impact