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    Use of a Line of Piles to Prevent Damages Induced by Tunnel Excavation 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2011:;Volume ( 137 ):;issue: 003
    Author(s): Emilio Bilotta; Gianpiero Russo
    Publisher: American Society of Civil Engineers
    Abstract: Buildings founded in proximity to shallow tunnels under construction may be damaged by the ground displacements induced by tunneling. This is a matter of concern for design, and a variety of protective interventions are ...
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    Analysis and Performance of Piled Rafts Designed Using Innovative Criteria 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2008:;Volume ( 134 ):;issue: 008
    Author(s): Luca de Sanctis; Gianpiero Russo
    Publisher: American Society of Civil Engineers
    Abstract: In this paper the main criteria adopted for the design and some aspects of the observed behavior of the piled foundations of a cluster of circular steel tanks are reported. They were designed to store sodium hydroxide, a ...
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    Discussion of “Contribution to Piled Raft Foundation Design” by Widjojo A. Prakoso and Fred H. Kulhawy 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2002:;Volume ( 128 ):;issue: 008
    Author(s): Luca de Sanctis; Gianpiero Russo
    Publisher: American Society of Civil Engineers
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    Three-Dimensional Performance of a Deep Excavation in Sand 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2019:;Volume ( 145 ):;issue: 004
    Author(s): Gianpiero Russo; Marco Valerio Nicotera; Silvia Autuori
    Publisher: American Society of Civil Engineers
    Abstract: A 27 m deep excavation in a pyroclastic sand has been constructed in the urban area of Napoli (Italy). The main excavation is supported by T-section reinforced concrete (RC) diaphragm walls. The presence of valuable ...
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    3D FEM Back Analysis of the Observed Performance of a Very Deep Excavation in the Historical Center of Naples, Italy 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2024:;Volume ( 150 ):;issue: 004:;page 04024010-1
    Author(s): Gianpiero Russo; Marco Valerio Nicotera; Ilaria Esposito
    Publisher: ASCE
    Abstract: Chiaia station is one of the art stations of Line 6 of the Naples underground network; it was constructed in a 50-m-deep excavation, a few meters from historic buildings and 4.5 m from the main façade of a sixteenth-century ...
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