EXPERIMENTAL STUDY ON STABILITY OF ARMOR STONES OF COMPOSITE MOUND (PART 2)
The relaxation of the construction criterion for leveling of armor stones in mound is expected to reduce theconstruction cost of a breakwater covered with wave dissipating blocks in Open Sea. The stability of armor stonesin the “non-leveling” and “heaping up” construction methods is studied in a hyd...
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| Published in | PROCEEDINGS OF CIVIL ENGINEERING IN THE OCEAN Vol. 16; pp. 493 - 498 |
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| Main Authors | , , , , , |
| Format | Journal Article |
| Language | English |
| Published |
Japan Society of Civil Engineers
2000
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| Subjects | |
| Online Access | Get full text |
| ISSN | 0912-7348 1884-8265 |
| DOI | 10.2208/prooe.16.493 |
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| Abstract | The relaxation of the construction criterion for leveling of armor stones in mound is expected to reduce theconstruction cost of a breakwater covered with wave dissipating blocks in Open Sea. The stability of armor stonesin the “non-leveling” and “heaping up” construction methods is studied in a hydraulic experiment. The result forthese cases is compared with that for the general leveling. Additionally, the diagram giving the critical depth for anallowable damage rate of approximately 3% in the non-leveling method is proposed. |
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| AbstractList | The relaxation of the construction criterion for leveling of armor stones in mound is expected to reduce theconstruction cost of a breakwater covered with wave dissipating blocks in Open Sea. The stability of armor stonesin the “non-leveling” and “heaping up” construction methods is studied in a hydraulic experiment. The result forthese cases is compared with that for the general leveling. Additionally, the diagram giving the critical depth for anallowable damage rate of approximately 3% in the non-leveling method is proposed. |
| Author | KANETA, Kenichiro NISHIMOTO, Mitsuhiro NISHIMURA, Tadashi KATO, Michiyasu YOSHIDA, Kaname TANIGUTI, Yoshinori |
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| References | 1) 谷本勝利, 柳生忠彦, 村永努, 柴田鋼三, 合田良実: 不規則波実験による混成堤マウンド被覆材の安定性に関する研究, 港湾技術研究所報告, 第21巻, 第3号, pp.3-42, 1982 2) 合田良美: 港湾構造物の耐波設計, 鹿島出版, 1991 3) 杉野輝彦, 古田喜代志, 金田研一郎, 吉田要: 混成堤マウンド被覆石の安定性に関する実験的研究, 海洋開発論文集, 第15巻, pp.59-64, 1999 |
| References_xml | – reference: 2) 合田良美: 港湾構造物の耐波設計, 鹿島出版, 1991 – reference: 1) 谷本勝利, 柳生忠彦, 村永努, 柴田鋼三, 合田良実: 不規則波実験による混成堤マウンド被覆材の安定性に関する研究, 港湾技術研究所報告, 第21巻, 第3号, pp.3-42, 1982 – reference: 3) 杉野輝彦, 古田喜代志, 金田研一郎, 吉田要: 混成堤マウンド被覆石の安定性に関する実験的研究, 海洋開発論文集, 第15巻, pp.59-64, 1999 |
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| SubjectTerms | critical depth of stability hydraulic experiment breakwater covered with wave dissipating blocks Leveling of armor stones relaxation of construction criterion |
| Title | EXPERIMENTAL STUDY ON STABILITY OF ARMOR STONES OF COMPOSITE MOUND (PART 2) |
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