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    Influence of Hydro-Mechanical Coupling on Tunnel Response in Clays 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2012:;Volume ( 138 ):;issue: 003
    Author(s): Alessandro Graziani; Daniela Boldini
    Publisher: American Society of Civil Engineers
    Abstract: The design of deep tunnels underneath the water-table in clayey soils should carefully take into account the influence of pore pressures and seepage forces on the stability of the excavation and on the loading conditions ...
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    Geomechanical Characterization of the Volcaniclastic Material Involved in the 2002 Landslides at Stromboli 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2010:;Volume ( 136 ):;issue: 002
    Author(s): Tatiana Rotonda; Paolo Tommasi; Daniela Boldini
    Publisher: American Society of Civil Engineers
    Abstract: During the 2002 eruption, the NW flank of Stromboli volcano (Southern Italy) experienced large landslides that produced tsunami waves with a maximum runup of 10 m in height. This paper focuses on the geomechanical behavior ...
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    Ground-Shotcrete Interaction of NATM Tunnels with High Overburden 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2005:;Volume ( 131 ):;issue: 007
    Author(s): Daniela Boldini; Roman Lackner; Herbert A. Mang
    Publisher: American Society of Civil Engineers
    Abstract: According to the New Austrian Tunneling Method (NATM), after excavation of a cross section of a tunnel, shotcrete is applied onto the tunnel walls, constituting a thin flexible, closed shell. Deformations, as well as the ...
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