Technical Papers
Nov 25, 2013

Placement Test, Porosity, and Randomness of Cube and Cubipod Armor Layers

Publication: Journal of Waterway, Port, Coastal, and Ocean Engineering
Volume 140, Issue 5

Abstract

Although little attention is usually given to the armor porosity and armor randomness of randomly placed concrete armor units in mound breakwaters, significant model effects may occur if armor porosity and randomness are different for prototype and small-scale models. Armor randomness and porosity are easier to control in small-scale models because they are generally constructed by hand in dry and perfect viewing conditions; equipment and environmental constraints make control at prototype scale more difficult. Results from three-dimensional small-scale placement tests are analyzed when cube and Cubipod units are placed with a small-scale crawler crane and pressure clamps. Armor porosity was not workable below 37% for cubes and 35% for Cubipods; placement grids were obtained for feasible armor porosities, considering row settlements during construction as well. A methodology to measure armor randomness using high-precision laser scanning, similar to terrestrial LIDAR, was tested with small-scale cube and Cubipod armor. Three armor randomness indexes (ARIs) measured the randomness of cube and Cubipod armor; the values for ARIs were higher for Cubipod armor than for cube armor.

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Acknowledgments

The authors would like to acknowledge the financial support received from the CDTI (CUBIPOD and CLIOMAR Projects), SATO-OHL Group (CLIOMAR Project), and the Spanish Ministry of Economy and Competitiveness (Grant BIA2012-33967). The third author was financially supported through the FPU program (Formación del Profesorado Universitario) funded by the Spanish Ministry of Education (Ministerio de Educación, Cultura y Deporte). The authors thank Tomás J. Pérez for assisting with the 3D placement tests and processing the laser-scanner data, and Debra Westall for revising the manuscript.

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Go to Journal of Waterway, Port, Coastal, and Ocean Engineering
Journal of Waterway, Port, Coastal, and Ocean Engineering
Volume 140Issue 5September 2014

History

Received: Dec 4, 2012
Accepted: Nov 22, 2013
Published online: Nov 25, 2013
Discussion open until: Aug 5, 2014
Published in print: Sep 1, 2014

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Authors

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Vicente Pardo [email protected]
Research Assistant, Dept. of Transportation, Escuela Técnica Superior de Ingenieros Caminos, Universitat Politècnica de València, Camino de Vera s/n, 46022 Valencia, Spain (corresponding author). E-mail: [email protected]
Maria P. Herrera [email protected]
Research Assistant, Dept. of Transportation, Escuela Técnica Superior de Ingenieros Caminos, Universitat Politècnica de València, Camino de Vera s/n, 46022 Valencia, Spain. E-mail: [email protected]
Jorge Molines [email protected]
Research Assistant, Dept. of Transportation, Escuela Técnica Superior de Ingenieros Caminos, Universitat Politècnica de València, Camino de Vera s/n, 46022 Valencia, Spain. E-mail: [email protected]
Josep R. Medina, M.ASCE [email protected]
Professor, Dept. of Transportation, Escuela Técnica Superior de Ingenieros Caminos, Universitat Politècnica de València, Camino de Vera s/n, 46022 Valencia, Spain. E-mail: [email protected]

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