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Stability for Structures Armored with Core-LocTM.

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Title: Stability for Structures Armored with Core-LocTM.
Authors: Özkan Çevik, Esin1 cevik@yildiz.edu.tr, Cihan, Kubilay1, Yüksel, Yalçin1
Source: Turkish Journal of Engineering & Environmental Sciences. 2005, Vol. 29 Issue 4, p225-233. 9p. 4 Diagrams, 5 Charts, 8 Graphs.
Subjects: Breakwaters, Hydraulic structures -- Protection, Strength of materials, Water waves, Civil engineering
Abstract: In conventional two-layer systems various armor units such as tetrapod, dolos, and tribar have been commonly used. Recent developments are accropode and core-locTM, which can be used in a single layer of armoring. The units for one-layer systems have an interlocking response under waves and hence their stability is high. The structure slope, wave conditions and placement methods are other areas of interest related to the stability of breakwater armor units. This study was intended to investigate the stability of core-locTM units over a 1:1.5 slope under non-breaking / breaking and regular/random wave conditions and also to compare two different placement methods of core-locTM as they affect breakwater stability. The results are also reviewed in comparison with previous studies of one-layer breakwater stability. In addition, run-up and run-down on core-locTM armor layers were also investigated. [ABSTRACT FROM AUTHOR]
Copyright of Turkish Journal of Engineering & Environmental Sciences is the property of Scientific and Technical Research Council of Turkey and its content may not be copied or emailed to multiple sites without the copyright holder's express written permission. Additionally, content may not be used with any artificial intelligence tools or machine learning technologies. However, users may print, download, or email articles for individual use. This abstract may be abridged. No warranty is given about the accuracy of the copy. Users should refer to the original published version of the material for the full abstract. (Copyright applies to all Abstracts.)
Database: Engineering Source
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Header DbId: egs
DbLabel: Engineering Source
An: 17462161
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PubType: Academic Journal
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  Data: Stability for Structures Armored with Core-Loc<superscript>TM</superscript>.
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  Data: <searchLink fieldCode="AR" term="%22Özkan+Çevik%2C+Esin%22">Özkan Çevik, Esin</searchLink><relatesTo>1</relatesTo><i> cevik@yildiz.edu.tr</i><br /><searchLink fieldCode="AR" term="%22Cihan%2C+Kubilay%22">Cihan, Kubilay</searchLink><relatesTo>1</relatesTo><br /><searchLink fieldCode="AR" term="%22Yüksel%2C+Yalçin%22">Yüksel, Yalçin</searchLink><relatesTo>1</relatesTo>
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  Data: <searchLink fieldCode="JN" term="%22Turkish+Journal+of+Engineering+%26+Environmental+Sciences%22">Turkish Journal of Engineering & Environmental Sciences</searchLink>. 2005, Vol. 29 Issue 4, p225-233. 9p. 4 Diagrams, 5 Charts, 8 Graphs.
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  Data: <searchLink fieldCode="DE" term="%22Breakwaters%22">Breakwaters</searchLink><br /><searchLink fieldCode="DE" term="%22Hydraulic+structures+--+Protection%22">Hydraulic structures -- Protection</searchLink><br /><searchLink fieldCode="DE" term="%22Strength+of+materials%22">Strength of materials</searchLink><br /><searchLink fieldCode="DE" term="%22Water+waves%22">Water waves</searchLink><br /><searchLink fieldCode="DE" term="%22Civil+engineering%22">Civil engineering</searchLink>
– Name: Abstract
  Label: Abstract
  Group: Ab
  Data: In conventional two-layer systems various armor units such as tetrapod, dolos, and tribar have been commonly used. Recent developments are accropode and core-locTM, which can be used in a single layer of armoring. The units for one-layer systems have an interlocking response under waves and hence their stability is high. The structure slope, wave conditions and placement methods are other areas of interest related to the stability of breakwater armor units. This study was intended to investigate the stability of core-locTM units over a 1:1.5 slope under non-breaking / breaking and regular/random wave conditions and also to compare two different placement methods of core-locTM as they affect breakwater stability. The results are also reviewed in comparison with previous studies of one-layer breakwater stability. In addition, run-up and run-down on core-locTM armor layers were also investigated. [ABSTRACT FROM AUTHOR]
– Name: AbstractSuppliedCopyright
  Label:
  Group: Ab
  Data: <i>Copyright of Turkish Journal of Engineering & Environmental Sciences is the property of Scientific and Technical Research Council of Turkey and its content may not be copied or emailed to multiple sites without the copyright holder's express written permission. Additionally, content may not be used with any artificial intelligence tools or machine learning technologies. However, users may print, download, or email articles for individual use. This abstract may be abridged. No warranty is given about the accuracy of the copy. Users should refer to the original published version of the material for the full abstract.</i> (Copyright applies to all Abstracts.)
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      – Code: eng
        Text: English
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        PageCount: 9
        StartPage: 225
    Subjects:
      – SubjectFull: Breakwaters
        Type: general
      – SubjectFull: Hydraulic structures -- Protection
        Type: general
      – SubjectFull: Strength of materials
        Type: general
      – SubjectFull: Water waves
        Type: general
      – SubjectFull: Civil engineering
        Type: general
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      – TitleFull: Stability for Structures Armored with Core-LocTM.
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              Text: 2005
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              Y: 2005
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            – TitleFull: Turkish Journal of Engineering & Environmental Sciences
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