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    Discussion of “Analysis of Extensible Reinforcement Subject to Oblique Pull” by J. T. Shahu and S. Hayashi 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2010:;Volume ( 136 ):;issue: 009
    Author(s): Andrzej Sawicki; Marek Kulczykowski
    Publisher: American Society of Civil Engineers
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    In Situ Pullout Resistance of Dynamically Driven Nails 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2012:;Volume ( 138 ):;issue: 008
    Author(s): Andrzej Sawicki; Marek Kulczykowski
    Publisher: American Society of Civil Engineers
    Abstract: Experimental results concerning the in situ pullout resistance of dynamically driven nails are presented. These results show that the actual pullout resistance is much higher than that predicted by the classical approach. ...
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    New Type of Bottom Protection in Harbors—Design Method 

    Source: Journal of Waterway, Port, Coastal, and Ocean Engineering:;1998:;Volume ( 124 ):;issue: 004
    Author(s): Andrzej Sawicki; Marek Kulczykowski; Wojciech Robakiewicz; Jacek Mierczyński; Janusz Hauptmann
    Publisher: American Society of Civil Engineers
    Abstract: A new method of designing the bottom protection in harbors and waterways where maneuvering ships may cause damage due to propeller-generated water streams is presented. The method proposed differs from others because the ...
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    Liquefaction of Seabeds under Progressive Waves Excitation 

    Source: Journal of Waterway, Port, Coastal, and Ocean Engineering:;2025:;Volume ( 151 ):;issue: 002:;page 04025001-1
    Author(s): Krystyna Kazimierowicz-Frankowska; Marek Kulczykowski; Marcin Smyczyński; Dawid Majewski
    Publisher: American Society of Civil Engineers
    Abstract: This paper presents the results of an experimental study on seabed liquefaction under progressive waves. To analyze the potential of the soil to liquefy, the position of the critical state line (CSL) was determined in a ...
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