EFFECT OF PERMEABILTY ON THE STABILITY OF GEOTEXTILES SET ON SEABED AGAINST WAVES
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- BALQIS Ain Natasha
- 東亜建設工業(株)横浜支店土木部
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- HARA Chisato
- 東亜建設工業(株)技術研究開発センター
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- KURAHARA Yoshinosuke
- 東亜建設工業(株)技術研究開発センター
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- TAKEDA Masahide
- 東亜建設工業(株)技術研究開発センター
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- MASE Hajime
- 東亜建設工業(株)技術研究開発センター 京都大学 防災研究所
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- ISHIZAKA Osamu
- 前田工繊(株)営業推進部企画推進グループ
Bibliographic Information
- Other Title
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- 海底に敷設した防砂シートの波浪安定性に及ぼす透水性の影響
Abstract
<p> During the construction of rubble mounds, geotextiles on the seabed sometimes have trouble of their lifting due to waves. Therefore, an appropriate method is required to calculate the minimum mass of weights to prevent the lifting of the geotextile. In this study, hydraulic experiments and numerical simulations were conducted for the wave stability of geotextiles on the seabed to investigate the effect of the permeability: one type is the impermeable geotextile and four types are the permeable geotextiles. The experimental results showed that the higher the permeability of the geotextiles, the higher the critical wave height for the geotextile stability against wave uplift force. Furthermore, the numerical simulations revealed that the overturning moment for the geotextiles can be approximately reproduced by considering the drag force of the Darcy law estimated from the coefficient of permeability of the geotextile.</p>
Journal
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- Japanese Journal of JSCE
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Japanese Journal of JSCE 79 (18), n/a-, 2023
Japan Society of Civil Engineers
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Details 詳細情報について
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- CRID
- 1390860620060553088
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- ISSN
- 24366021
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- Text Lang
- ja
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- Data Source
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- JaLC
- Crossref
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- Abstract License Flag
- Disallowed