Showing 101 - 120 results of 395 for search '"seawall"', query time: 0.25s Refine Results
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    Storm Surge Inundation Analysis with Consideration of Building Shape and Layout at Ise Bay by Maximum Potential Typhoon by Masaki Nimura, Shuzo Nishida, Koji Kawasaki, Tomokazu Murakami, Shinya Shimokawa

    Published 2020-12-01
    “…It is also found that closing the seawall door delays the inundation inside the seawall, but the evacuation after inundation is more difficult under the seawall doors closed condition than opened condition when the high tide level exceeds the seawall.…”
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    Article
  15. 115

    Finite element analysis of a free-standing concrete sea-wall as alternative to traditional land reclamation by Harris, Raymond

    Published 2018
    “…Analysis is made to determine the stability of the caisson seawall embedded at three depths: 40 m, 20 m, and 15 m. …”
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    Final Year Project (FYP)
  16. 116

    Development of a numerical simulation model for suction rate using CADMAS-SURF by Silarom Kornvisith, Yamamoto Yoshimichi, Yoshizawa Syota, Charusrojthanadech Nunthawath

    Published 2018-01-01
    “…There are many cases where a coastal dike or a seawall constructed on a very shallow area was broken by a wave of a smaller height than the designed height. …”
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    Article
  17. 117

    Overtopping scour due to tsunami bore: laboratory study by Maqtan, Raidan, Yusuf, Badronnisa, Hamzah, Saiful Bahri

    Published 2022
    “…İn the present study, a series of laboratory experiments was conducted at National Hydraulic Research Institute of Malaysia to investigate the scour profile at the landward toe of a vertical seawall induced by tsunami bore overtopping vertical seawall and examine the influence of breakwater and bore characteristics on the induced scour depth and length. …”
    Article
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    Mathematical modelling of wave overtopping at vertical structures by Fadhlyya Arawaney, Abdul Ghani, Mohd Shahridwan, Ramli, Nor Aida Zuraimi, Md Noar, Abdul Rahman, Mohd Kasim

    Published 2019
    “…Both cases are comparable for corresponding freeboard values which concluded that the water jet onto the seawall with berm structure will reach higher in the air compared to that of with ditch.…”
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    Conference or Workshop Item
  20. 120

    Numerical Investigation of Countermeasure Effects on Overland Flow Hydrodynamic and Force Mitigation in Coastal Communities by Hai Van Dang, Sungwon Shin, Eunju Lee, Hyoungsu Park, Jun-Nyeong Park

    Published 2022-12-01
    “…However, installing a low-lying seawall closer to the building rows amplifies the maximum forces compared to the original seawall at the shoreline.…”
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    Article