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    Substructure Method Revisited for Analyzing the Dynamic Interaction of Structures with Embedded Massive Foundations 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2022:;Volume ( 148 ):;issue: 006:;page 04022029
    Author(s): Riccardo Conti; Raffaele Di Laora
    Publisher: ASCE
    Abstract: This paper proposes a new simple approach for assessing dynamic soil–structure interaction effects on structures supported by embedded massive foundations. The classical substructure method was revisited by proposing an ...
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    Evaluation of Soil Dynamic Properties in Centrifuge Tests 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2012:;Volume ( 138 ):;issue: 007
    Author(s): Riccardo Conti; Giulia M. B. Viggiani
    Publisher: American Society of Civil Engineers
    Abstract: This paper describes a method to compute the mobilized shear modulus,
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    Effects of Displacement Hardening on the Seismic Design of Anchored Walls 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2023:;Volume ( 149 ):;issue: 011:;page 04023112-1
    Author(s): Giorgio Caputo; Riccardo Conti; Giulia M. B. Viggiani
    Publisher: ASCE
    Abstract: A reliable assessment of earthquake-induced permanent displacements is a fundamental step for both displacement-based and force-based methods applied to the seismic design of embedded anchored walls. Acceleration reduction ...
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    Improved Method for the Seismic Design of Anchored Steel Sheet Pile Walls 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2021:;Volume ( 147 ):;issue: 002:;page 04020154
    Author(s): Giorgio V. Caputo; Riccardo Conti; Giulia M. B. Viggiani; Cécile Prüm
    Publisher: ASCE
    Abstract: This paper describes a new pseudostatic approach for an efficient seismic design of anchored steel sheet pile (ASSP) walls supported by shallow passive anchorages. As for other retaining structures, energy dissipation ...
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