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    Nonlocal Multilaminate Model for Strain Softening Analysis 

    Source: International Journal of Geomechanics:;2010:;Volume ( 010 ):;issue: 001
    Author(s): Vahid Galavi; Helmut F. Schweiger
    Publisher: American Society of Civil Engineers
    Abstract: A constitutive model formulated within the multilaminate framework is described in this paper. The basic model, incorporating deviatoric and volumetric hardening, was developed for normally consolidated or slightly ...
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    Numerical Investigation of Sequential Strut Failure on Performance of Deep Excavations in Soft Soil 

    Source: International Journal of Geomechanics:;2020:;Volume ( 020 ):;issue: 006
    Author(s): Kamchai Choosrithong; Helmut F. Schweiger
    Publisher: ASCE
    Abstract: The structural support system is the key element in the design of any deep excavations, in particular, in difficult ground conditions, and an adequate safety margin is required to cover uncertainties inherent in geotechnical ...
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    Numerical Simulation of a Ground Anchor Pullout Test Monitored with Fiber Optic Sensors 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2021:;Volume ( 147 ):;issue: 002:;page 04020163
    Author(s): Carla Fabris; Helmut F. Schweiger; Boštjan Pulko; Helmut Woschitz; Václav Račanský
    Publisher: ASCE
    Abstract: This paper presents a comprehensive study of the load transfer mechanism of a soil anchor during pullout test. The anchor was monitored with fiber optic sensors installed along the tendon and embedded in the grout, which ...
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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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    Effect of Jet-Grout Columns on the Seismic Response of Layered Soil Deposits 

    Source: International Journal of Geomechanics:;2017:;Volume ( 017 ):;issue: 003
    Author(s): Pouya Sedighi; Helmut F. Schweiger; Wolfgang Jimmy Wehr
    Publisher: American Society of Civil Engineers
    Abstract: Ground-improvement techniques, such as jet-grout columns, may have positive effects on structures founded on soft soil when subjected to earthquake loading. The main objectives of this paper are first to evaluate the effects ...
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