Experimental analysis of breakwater stability with antifer concrete block |
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| Authors: | S Hooman Mousavi M R Kavianpour O Aminoroayaie Yamini |
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| Institution: | 1. Faculty of Civil Engineering, K. N. Toosi University of Technology, Tehran, Iranh.mousavi@mail.kntu.ac.ir;3. Faculty of Civil Engineering, K. N. Toosi University of Technology, Tehran, Iran |
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| Abstract: | Armor is a pavement made of erosion-resistant materials like a stone or concrete that is constructed to protect breakwater, coasts, and other coastal line features against erosion. These armors are a kind of protective layer made of stone or concrete, used in breakwater constructions or coastal lines, arrayed with specific regular or irregular pattern on the breakwater or the coast. The antifer concrete blocks have almost cubic form, often changed into frustum by adding inclined plates to their sides. One of the most important advantages of these armors is their diversified regular and irregular placement patterns. In this study, using the physical modeling and different tests, the stability level of antifer concrete blocks was evaluated considering the decrease of the armor weight. Results of this study show that by a 10% decrease in the block weight, the failure graph slope is increased and the damage is intensified. |
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| Keywords: | Antifer breakwater concrete block placement pattern stability |
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