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    Plastic Limit Behavior of Reinforced Earth 

    Source: Journal of Geotechnical Engineering:;1983:;Volume ( 109 ):;issue: 007
    Author(s): Andrzej Sawicki
    Publisher: American Society of Civil Engineers
    Abstract: Plastic behavior of soil that is uniformly reinforced by fibers is studied. This analysis considers reinforced earth as macroscopically anisotropic and homogeneous, and it describes its gross behavior based on a knowledge ...
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    Developments in the Mechanics of Reinforced Soil: Empirical Background and Analytical Approaches 

    Source: Applied Mechanics Reviews:;1998:;volume( 051 ):;issue: 011:;page 651
    Author(s): Andrzej Sawicki
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: Reinforced soil (RS) is a composite material built of a soil matrix reinforced with other materials such as metal strips, geosynthetics etc. RS has been increasingly used in civil engineering, ...
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    Modeling Pumping of Saline Water from Two-Layer Aquifer 

    Source: Journal of Hydraulic Engineering:;1996:;Volume ( 122 ):;issue: 006
    Author(s): Andrzej Sawicki
    Publisher: American Society of Civil Engineers
    Abstract: Flow mechanisms causing salinity changes during various pumping conditions in a two-layer aquifer are presented and discussed on the basis of empirical observations. Theoretical models explaining the basic features of the ...
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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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    Discussion of “Development of Dissipation Model of Excess Pore Pressure in Liquefied Sandy Ground” by Sung-Ryul Kim, Jae-lk Hwang, Hon-Yim Ko, and Myoung-Mo Kim 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2010:;Volume ( 136 ):;issue: 004
    Author(s): Andrzej Sawicki; Waldemar Świdziński
    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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    Discussion of “Effect of Loading Mode on Strain Softening and Instability Behavior of Sand in Plane-Strain Tests” by J. Chu and D. Wanatowski 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2010:;Volume ( 136 ):;issue: 001
    Author(s): Andrzej Sawicki; Waldemar Świdziński
    Publisher: American Society of Civil Engineers
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    Discussion of “Soil Liquefaction–Induced Uplift of Underground Structures: Physical and Numerical Modeling” by Siau Chen Chian, Kohji Tokimatsu, and Santana Phani Gopal Madabhushi 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2015:;Volume ( 141 ):;issue: 009
    Author(s): Andrzej Sawicki; Jacek Mierczyński
    Publisher: American Society of Civil Engineers
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    Compaction Beneath Flexible Pavement due to Traffic 

    Source: Journal of Geotechnical Engineering:;1990:;Volume ( 116 ):;issue: 011
    Author(s): Andrzej Sawicki; Waldemar Świdziński
    Publisher: American Society of Civil Engineers
    Abstract: The behavior of the pavement-subsoil system is analyzed from compaction due to traffic. A method of analysis is proposed based on the simple compaction theory and numerical algorithm that makes use of a standard finite ...
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    Simple Mathematical Model for Assessment of Seismic-Induced Liquefaction of Soils 

    Source: Journal of Waterway, Port, Coastal, and Ocean Engineering:;2007:;Volume ( 133 ):;issue: 001
    Author(s): Andrzej Sawicki; Waldemar Świdziński
    Publisher: American Society of Civil Engineers
    Abstract: In this paper the capability of a simple mathematical model of compaction/liquefaction applied for prediction of the seabed behavior subjected to the 1999 Kocaeli Earthquake is presented. The compaction/liquefaction model ...
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