ANTIFER-BLOCK STABILITY

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CHEGINI VAHID; Agh Tooman Peiman

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Seminar Paper

Paper Information

Seminar: INTERNATIONAL CONFERENCE ON COASTS, PORTS AND MARINE STRUCTURES (ICOPMAS) PORTS & MARITIME ORGANIZATION
Year:2004 | Issue:6

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Information Seminar Paper

Title

ANTIFER-BLOCK STABILITY

Author(s)

CHEGINI VAHID | Agh Tooman Peiman

Keywords

HYDRAULIC MODEL

RUBBLE MOUND BREAKWATERS

ANTIFER-BLOCKS

Abstract

IN THIS PAPER, THE RESULTS OF HYDRAULIC MODEL ANALYSES ON THE STABILITY OF RUBBLE MOUND BREAKWATERS, WHOSE INITIAL ARMOR LAYER INCLUDES THE USE OF ANTIFER-BLOCKS, ARE PRESENTED. THE ANALYSES WERE DONE ON THE BASIS OF NON-UNIFORM WAVES. THE IMPACT OF WAVE PARAMETERS AND THE STRUCTURE'S SLOPE ON THE STABILITY OF THESE ARTIFICIAL ARMOR PIECES WAS CONSIDERED, AND THE RELEVANT STABILITY FORMULAE WERE EXTRACTED. IN THE FINAL STEP, THE RESULTING FORMULAE WERE COMPARED WITH THE STABILITY RELATIONS PROVIDED BY VAN DER MEER (1988) FOR CUBIC BLOCKS.

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APA: Copy

CHEGINI, VAHID, & Agh Tooman, Peiman. (2004). ANTIFER-BLOCK STABILITY. INTERNATIONAL CONFERENCE ON COASTS, PORTS AND MARINE STRUCTURES (ICOPMAS). SID. https://sid.ir/paper/908357/en

Vancouver: Copy

CHEGINI VAHID, Agh Tooman Peiman. ANTIFER-BLOCK STABILITY. 2004. Available from: https://sid.ir/paper/908357/en

IEEE: Copy

VAHID CHEGINI, and Peiman Agh Tooman, “ANTIFER-BLOCK STABILITY,” presented at the INTERNATIONAL CONFERENCE ON COASTS, PORTS AND MARINE STRUCTURES (ICOPMAS). 2004, [Online]. Available: https://sid.ir/paper/908357/en

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