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    Estimation of Shaft Radial Displacement beyond the Excavation Bottom before Installation of Permanent Lining in Nondilatant Weak Rocks with a Novel Formulation 

    Source: International Journal of Geomechanics:;2017:;Volume ( 017 ):;issue: 009
    Author(s): Giovanni Spagnoli; Pierpaolo Oreste; Luigi Lo Bianco
    Publisher: American Society of Civil Engineers
    Abstract: The convergence-confinement method (CCM) applies to circular tunnels in in situ stress fields in which all three principal stresses are equal and the rock mass exhibits elastic-perfectly plastic shear failure. As radial ...
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    New Equations for Estimating Radial Loads on Deep Shaft Linings in Weak Rocks 

    Source: International Journal of Geomechanics:;2016:;Volume ( 016 ):;issue: 006
    Author(s): Giovanni Spagnoli; Pierpaolo Oreste; Luigi Lo Bianco
    Publisher: American Society of Civil Engineers
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    Erratum for “Estimation of Shaft Radial Displacement beyond the Excavation Bottom before Installation of Permanent Lining in Nondilatant Weak Rocks with a Novel Formulation” by Giovanni Spagnoli, Pierpaolo Oreste, and Luigi Lo Bianco 

    Source: International Journal of Geomechanics:;2017:;Volume ( 017 ):;issue: 012
    Author(s): Giovanni Spagnoli; Pierpaolo Oreste; Luigi Lo Bianco
    Publisher: American Society of Civil Engineers
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    Effect of Gravity of the Plastic Zones on the Behavior of Supports in Very Deep Tunnels Excavated in Rock Masses 

    Source: International Journal of Geomechanics:;2019:;Volume ( 019 ):;issue: 009
    Author(s): Pierpaolo Oreste; Ahmadreza Hedayat; Giovanni Spagnoli
    Publisher: American Society of Civil Engineers
    Abstract: The vertical load acting on a support structure is affected by the loss of self-bearing capacity of the rock inside the plastic zone. This load can then be accounted for by analytical calculation methods capable of evaluating ...
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    Theoretical Estimation of the Drilling Rates Comparing the Evans and Nishimatsu Models in Relation to the Offshore Piles 

    Source: Journal of Waterway, Port, Coastal, and Ocean Engineering:;2017:;Volume ( 143 ):;issue: 002
    Author(s): Giovanni Spagnoli; Chiara Bosco; Pierpaolo Oreste
    Publisher: American Society of Civil Engineers
    Abstract: Driven piles are the main foundation system for offshore oil and gas facilities. They are installed through the jacket legs or at the bottom of the structure. Driven piles can, however, experience premature refusal. In ...
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    A Bayesian Vine Algorithm for Geotechnical Site Characterization Using High Dimensional, Multivariate, Limited, and Missing Data 

    Source: Journal of Engineering Mechanics:;2024:;Volume ( 150 ):;issue: 007:;page 04024042-1
    Author(s): Atma Sharma; Jie Zhang; Giovanni Spagnoli
    Publisher: American Society of Civil Engineers
    Abstract: Geotechnical site characterization using multivariate, limited (sparse), and missing (incomplete) data is an important but challenging task, particularly in high dimensions. Toward this problem, this study proposes a ...
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    Experimental Evidence of the Effectiveness and Applicability of Colloidal Nanosilica Grouting for Liquefaction Mitigation 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2020:;Volume ( 146 ):;issue: 010
    Author(s): Erminio Salvatore; Giuseppe Modoni; Maria Cristina Mascolo; Davide Grassi; Giovanni Spagnoli
    Publisher: ASCE
    Abstract: The low viscosity and the ability to control solidification rate make colloidal nanosilica grout an excellent ground-improvement solution which is functional for different engineering purposes. A comprehensive experimental ...
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