A Study on Maintenance Methods Considering Expected Maintenance Costs of Caisson Breakwaters Covered with Wave-dissipating Concrete Blocks

M Miyata, K Kumagai, D Tsujio… - Journal of Japan Society of …, 2009 - jstage.jst.go.jp
In this study, we propose a new method for caisson breakwaters covered with wave-
dissipation concrete blocks, which enables to evaluate cumulative maintenance costs …

Optimum design for breakwaters covered with wave dissipating blocks considering life cycle cost

D Tsujio, T Yasuda - Journal of Japan Society of Civil Engineers, Ser …, 2009 - jstage.jst.go.jp
The present study proposes an optimum design method for breakwaters covered with wave
dissipating blocks considering life cycle cost (LCC) during service time. In order to ensure …

Estimation of expected sliding distance of a caisson affected by damage of armor concrete blocks

T TAKAYAMA, D TSUJIO, T YASUDA - … OF COASTAL ENGINEERING …, 2007 - jstage.jst.go.jp
抄録 The damage of the concrete blocks causes their own settlement together with the
sliding of the caisson. The settlement increases wave forces acting on the caisson. The …

Repair of Detached Breakwater Body Using Rubble Stone with Larger Mass on the Basis of Estimation of Expected Repair Cost

S ARAKI, I DEGUCHI - … OF CIVIL ENGINEERING IN THE OCEAN, 2007 - jstage.jst.go.jp
The repair of detached breakwater body is discussed in this paper. In the repair of the
detached breakwater body, the use of rubble stones with larger mass than the required …

A Study on Maintenance Methods Considering Expected Maintenance Costs of Caisson Breakwaters Covered with Wave-dissipating Concrete Blocks

宮田正史, 熊谷健蔵, 辻尾大樹… - 土木学会論文集B2 (海岸 …, 2009 - jlc.jst.go.jp
In this study, we propose a new method for caisson breakwaters covered with wave-
dissipation concrete blocks, which enables to evaluate cumulative maintenance costs …

Change in Stability of Wave-Dissipating Blocks of Low-Crested Seawall due to the Repair by Using Larger Blocks

T ARIMITSU, H ONISHI - PROCEEDINGS OF COASTAL …, 2008 - jstage.jst.go.jp
In the repair of damaged wave-dissipation works, the stability of wave dissipation blocks is
expected to be improved by the use of blocks larger mass than the required mass in the …

Factors of Caisson Sliding Failures Affected by Damage of Armor Concrete Blocks

T TAKAYAMA, D TSUJIO, T YASUDA - … OF COASTAL ENGINEERING …, 2008 - jstage.jst.go.jp
Recently, caisson sliding failures affected by large waves have occurred. The damage of the
breakwaters in Susami port due to Typhoon 0423 is a typical sliding failure and the caissons …

Expected Total Repair Cost of Detached Breakwaters Including Influences of Wave Group Characteristics of Incident Waves

S ARAKI, G URAI, H MAKINO, M ARITA… - PROCEEDINGS OF …, 2007 - jstage.jst.go.jp
抄録 Susumu ARAKI, Gou URAI, Hirotoshi MAKINO, Mamoru ARITA and Ichiro DEGUCHI
Expected total repair cost of detached breakwaters is estimated in this study. The criterion for …

消波ブロック被覆堤の期待補修費を考慮した維持管理手法に関する研究

宮田正史, 熊谷健蔵, 辻尾大樹… - 土木学会論文集B2 (海岸 …, 2009 - jlc.jst.go.jp
In this study, we propose a new method for caisson breakwaters covered with wave-
dissipation concrete blocks, which enables to evaluate cumulative maintenance costs …

ライフサイクルコストの最小化による沿岸構造物被覆材の最適設計

高山知司, 安田誠宏, 辻尾大樹, 井上純一 - 土木学会論文集 B, 2009 - jstage.jst.go.jp
抄録 本研究は, コスト削減の観点から, 沿岸構造物の被覆材について, ライフサイクルコスト (LCC)
を最小化する最適設計手法を提案するものである. 本手法では, LCC として初期建設費と設計供用 …