Pile jacking is a relatively recent piling technique, characterized by low vibrations during execution, small size installation equipment and good axial bearing capacity performance. These features make it a viable alternative to traditional dynamic pile driving, particularly for historical buildings and urban sites. The prediction of the short-term resistance encountered during installation, generally different from the medium-term bearing capacity, is important in any application of the technique. For this purpose, a correlation between the short-term jacked pile installation force and the CPT tip resistance will improve the prediction reliability. Data from a well documented field study in Italy are reported, in which a number of jacked piles were installed and their short-term base resistance recorded. The subsoil is composed of a predominantly clayey and silty fraction with local sandy layers. Data analysis is provided and comparison with previous studies and CPT-based design methods discussed.
Comparing in-situ cone resistance and pile jacking force / M. Marchi; L. Balbarini; G. Gottardi; L. Zambianchi. - STAMPA. - 3:(2010), pp. 323-330. (Intervento presentato al convegno CPT '10 tenutosi a Huntington Beach, California, USA nel 9-11 Maggio 2010).
Comparing in-situ cone resistance and pile jacking force
MARCHI, MICHELA;GOTTARDI, GUIDO;
2010
Abstract
Pile jacking is a relatively recent piling technique, characterized by low vibrations during execution, small size installation equipment and good axial bearing capacity performance. These features make it a viable alternative to traditional dynamic pile driving, particularly for historical buildings and urban sites. The prediction of the short-term resistance encountered during installation, generally different from the medium-term bearing capacity, is important in any application of the technique. For this purpose, a correlation between the short-term jacked pile installation force and the CPT tip resistance will improve the prediction reliability. Data from a well documented field study in Italy are reported, in which a number of jacked piles were installed and their short-term base resistance recorded. The subsoil is composed of a predominantly clayey and silty fraction with local sandy layers. Data analysis is provided and comparison with previous studies and CPT-based design methods discussed.I documenti in IRIS sono protetti da copyright e tutti i diritti sono riservati, salvo diversa indicazione.