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    Particle Swarm Optimization of Interface Constitutive Model Parameters for Embedded Beam Formulations 

    Source: International Journal of Geomechanics:;2024:;Volume ( 024 ):;issue: 011:;page 04024255-1
    Author(s): Andreas-Nizar Granitzer; Johannes Leo; Franz Tschuchnigg
    Publisher: American Society of Civil Engineers
    Abstract: The numerical simulation of boundary value problems involving a high number of pile-type structures, such as pile foundation systems of high-rise buildings, represents a standard task in computational geotechnics. Due to ...
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    Characterization of Microstructure of a Postglacial Deposit Based on In Situ Testing, Laboratory Testing, and Numerical Analysis 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2025:;Volume ( 151 ):;issue: 005:;page 04025029-1
    Author(s): Laurin Hauser; Simon Oberhollenzer; Roman Marte; Helmut F. Schweiger; Franz Tschuchnigg
    Publisher: American Society of Civil Engineers
    Abstract: Most natural soils exhibit a certain degree of soil structure which, in general, leads to increased strength and stiffness properties. However, the mechanical characterization of these soils based on conventional laboratory ...
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    Behavior of Nonidentical Differently Loaded Interfering Rough Footings 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2020:;Volume ( 146 ):;issue: 006
    Author(s): Christoph Schmüdderich; Arash Alimardani Lavasan; Franz Tschuchnigg; Torsten Wichtmann
    Publisher: ASCE
    Abstract: In geotechnical engineering, interference effects caused by the construction of closely spaced footings have a significant influence on the system behavior of each individual footing. As the mutual impact of two footings ...
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