EXPERIMENTAL STUDY ON STABILITY OF ARMOR STONES OF COMPOSITE MOUND

The relaxation of the construction criterion for leveling of armor stones in mound is expected to reduce the construction cost of a composite breakwater in Ise Bay. The “stability” of armor stones in the “non-leveling” and “heaping up” construction methods is studied in a hydraulic experiment. The r...

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Published inPROCEEDINGS OF CIVIL ENGINEERING IN THE OCEAN Vol. 15; pp. 59 - 64
Main Authors FURUTA, Kiyoshi, YOSHIDA, Kaname, KANETA, Kenichiro, SUGINO, Teruhiko
Format Journal Article
LanguageEnglish
Published Japan Society of Civil Engineers 1999
Subjects
composite breakwater
critical depth of stability
hydraulic experimen
Leveling of armor stones
relaxation of construction criterion
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ISSN0912-7348
1884-8265
DOI10.2208/prooe.15.59

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Abstract The relaxation of the construction criterion for leveling of armor stones in mound is expected to reduce the construction cost of a composite breakwater in Ise Bay. The “stability” of armor stones in the “non-leveling” and “heaping up” construction methods is studied in a hydraulic experiment. The result for these cases is compared with that for the general leveling. Additionally, the diagram giving the critical depth for an allowable damage rate of approximately 1% in the non-leveling method is proposed.
AbstractList The relaxation of the construction criterion for leveling of armor stones in mound is expected to reduce the construction cost of a composite breakwater in Ise Bay. The “stability” of armor stones in the “non-leveling” and “heaping up” construction methods is studied in a hydraulic experiment. The result for these cases is compared with that for the general leveling. Additionally, the diagram giving the critical depth for an allowable damage rate of approximately 1% in the non-leveling method is proposed.
Author FURUTA, Kiyoshi
KANETA, Kenichiro
SUGINO, Teruhiko
YOSHIDA, Kaname
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References 3) 運輸省港湾土木請負工事積算基準, 平成10年度改訂版, 社) 日本港湾協会
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
References_xml – reference: 3) 運輸省港湾土木請負工事積算基準, 平成10年度改訂版, 社) 日本港湾協会
– 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
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StartPage 59
SubjectTerms composite breakwater
critical depth of stability
hydraulic experimen
Leveling of armor stones
relaxation of construction criterion
Title EXPERIMENTAL STUDY ON STABILITY OF ARMOR STONES OF COMPOSITE MOUND
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