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    Refined Theory for Bending and Torsion of Perforated Plates 

    Source: Journal of Pressure Vessel Technology:;1986:;volume( 108 ):;issue: 004:;page 423
    Author(s): P. Meijers
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: An asymptotic solution is given for the effective elastic constants and the stresses in a perforated plate which is loaded in bending and torsion. In this solution terms 0(h /R )2 are neglected ...
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    Experimental Verification of Constitutive Equations for Creep and Plasticity Based on Overlay Models 

    Source: Journal of Pressure Vessel Technology:;1983:;volume( 105 ):;issue: 003:;page 277
    Author(s): P. Meijers; F. Roode
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: A general description of creep and plastic deformation based on overlay models is presented. This includes the description of time effects during plastic deformation at room temperature. A ...
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    Large-Scale Experiments on Pore Pressure Generation underneath a Caisson Breakwater 

    Source: Journal of Waterway, Port, Coastal, and Ocean Engineering:;2006:;Volume ( 132 ):;issue: 004
    Author(s): M. Kudella; H. Oumeraci; M. B. de Groot; P. Meijers
    Publisher: American Society of Civil Engineers
    Abstract: Results of large-scale model experiments in a wave flume are discussed. These experiments are concerned with the study of the generation of transient or instantaneous and residual pore pressure in a seabed beneath a caisson ...
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    Liquefaction Phenomena underneath Marine Gravity Structures Subjected to Wave Loads 

    Source: Journal of Waterway, Port, Coastal, and Ocean Engineering:;2006:;Volume ( 132 ):;issue: 004
    Author(s): M. B. de Groot; M. Kudella; P. Meijers; H. Oumeraci
    Publisher: American Society of Civil Engineers
    Abstract: The foundation of a vertical breakwater or offshore gravity platform may fail due to wave loading. The question is discussed whether liquefaction phenomena in a sandy subsoil, such as the generation of residual excess pore ...
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    Physics of Liquefaction Phenomena around Marine Structures 

    Source: Journal of Waterway, Port, Coastal, and Ocean Engineering:;2006:;Volume ( 132 ):;issue: 004
    Author(s): M. B. de Groot; M. D. Bolton; P. Foray; P. Meijers; A. C. Palmer; R. Sandven; A. Sawicki; T. C. Teh
    Publisher: American Society of Civil Engineers
    Abstract: Understanding of the physical backgrounds is essential for good engineering practice with respect to liquefaction of sandy soils around and beneath marine structures. Several types of liquefaction can be distinguished. The ...
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    Assessment of the Dynamic Properties of Holocene Peat 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2020:;Volume ( 146 ):;issue: 007
    Author(s): C. Zwanenburg; M. Konstadinou; P. Meijers; M. Goudarzy; D. König; R. Dyvik; B. Carlton; J. van Elk; D. Doornhof; M. Korff
    Publisher: ASCE
    Abstract: The dynamic behavior of a peat deposit in the north of the Netherlands is described. The organic content ranges from 70% to 95%, which is high compared to the organic content generally presented in publications on the ...
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