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    Discussion of “<i>Armor Layer Stability of Rubble‐Mound Breakwaters</i>” by Per Anders Hedar (May, 1986, Vol. 112, No. 3) 

    Source: Journal of Waterway, Port, Coastal, and Ocean Engineering:;1988:;Volume ( 114 ):;issue: 003
    Author(s): M. A. Losada
    Publisher: American Society of Civil Engineers
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    Stability of Blocks as Breakwater Armor Units 

    Source: Journal of Structural Engineering:;1986:;Volume ( 112 ):;issue: 011
    Author(s): M. A. Losada; J. M. Desire; L. M. Alejo
    Publisher: American Society of Civil Engineers
    Abstract: Concrete blocks are very often used as breakwater armor units. In order to improve the knowledge of their behavior, some laboratory tests have been performed for three types of blocks. After stating three damage levels, ...
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    Effects of Reflective Vertical Structures Permeability on Random Wave Kinematics 

    Source: Journal of Waterway, Port, Coastal, and Ocean Engineering:;1997:;Volume ( 123 ):;issue: 006
    Author(s): I. J. Losada; R. Silva; M. A. Losada
    Publisher: American Society of Civil Engineers
    Abstract: Two simple numerical models are presented to estimate the root-mean-squared velocity for random nonbreaking waves obliquely incident on partially reflecting coastal structures. The structures considered are vertical permeable ...
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