Prototype Drop Tests of Cube and Cubipod Armor Units

Author:

Medina Josep R.12345,Gómez-Martín M. Esther12345,Corredor Antonio12345,Torres Rafael12345,Miñana Juan V.12345,Fernández Enrique12345,Menéndez Carlos F.12345,Santos Moisés12345

Affiliation:

1. Professor, Dept. of Transportation, ETSI Caminos, Universidad Politécnica de Valencia, Camino de Vera s/n, 46022 Valencia, Spain (corresponding author).

2. Assistant Professor, Dept. of Construction, Universidad de Alicante, San Vicent del Raspeig s/n, 03690 Alicante, Spain.

3. Technical Manager, SATO Construction Co. (OHL Group), Paseo de la Castellana, 259 D, 28046 Madrid, Spain.

4. Director, SATO Construction Co. (OHL Group), Paseo de la Castellana, 259 D, 28046 Madrid, Spain.

5. Project Manager, SATO Construction Co. (OHL Group), Paseo de la Castellana, 259 D, 28046 Madrid, Spain.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Ocean Engineering,Water Science and Technology,Civil and Structural Engineering

Reference29 articles.

1. Full scale dynamic testing of dolosse to destruction;Burcharth H. F.;Coastal Eng.,1981

2. Burcharth H. F. and Brejnegaard-Nielsen T. (1986). “The influence of waist thickness of dolosse on the hydraulic stability of dolosse armour.” Proc. 20th Int. Conf. on Coastal Eng. ASCE New York 1783–1796.

3. Empirical formula for breakage of Dolosse and Tetrapods

4. On the determination of concrete armour unit stresses including specific results related to Dolosse

5. Burcharth H. F. Maciñeira E. and Canalejo P. (2002). “Model testing and reliability evaluation of the new deepwater breakwater at La Coruña Spain.” Proc. 28th Int. Conf. on Coastal Eng. ASCE New York 1581–1593.

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