22MAR

Nexte issue of the journal ICAMOP

The next issue of the journal ICAMOP will be published by January 20, 2021. Submit your articles by email to: rabatuniv@gmail.com
The next issue will deal with issues related to engineering studies and system design.

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http://www.icamop.periodikos.com.br/article/5c93d92e0e88258824122984
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Studying the shape of geotextile tube

Yassine AMALLAS, Youssef AJDOR

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Abstract

Geotextile tubes are severally more and more used in maritime field as systems of beaches protection against coastal erosion. The predicting of their dimensions is very important, because these dimensions govern the stability against several site conditions of wave and current. There are many studies to calculate dimensions of geotextile tubes, but they require the running of a computer program and this limit their access to large public designers. The most popular is the approach presented by Leshchinsky et al. (1996) in the program GeoCoPS 2.0 In this paper, a new numerical approach was established to calculate dimensions of geotextile tubes regarding the degree of filling FA (%). The results were presented in a computer program. The approach developed is based on same relationship used by Leshchinsky and other authors and iterations of all parameters. At the conclusion of this paper formulas, depending only on FA (%), to calculate dimensions of filled geotextile tube are proposed.

Keywords

Geotextile tubes, coastal erosion, degree of filling, predicting of dimensions, computer program

References

[1]     Y.Amallas and Y.Ajdor (2018): New approach for predicting shape of geotextile tubes base on degree of filling FA. Journal of Theoretical and Applied Information Technology. ISSN: 1992-8654, E-ISSN: 1817-3195. 15th December 2018 -- Vol. 96. No. 23 – 2018. 7812-7821.

[2]     A.Bezuijen and E.W.Vastenburd (2013). Geosystems: design rules and applications.1st edition CRC Press/Belkama.

[3]     Leshchinsky, D., et al., 1996. Geosynthetic tubes for confining pressurized slurry: some design aspects. Journal of Geotechnical Engineering, 682–690.

[4]     D. Leshchinsky and O. Leshchensky. GeoCoPS (2.0): Supplemental note. ADAMA Engineering, Inc. 33 The Horseshoe. Newark, Delaware 19716, USA.

[5]     Adama Eng., 1996. GeoCoPS—Geotextile Tubes Contained Pressurized Slurry. Computer Program. ADAMA Engineering, Newark, Delaware.

[6]     Kazimirowicz, K., 1994. Simple analysis of deformation of sand-sausages. Fifth International Conference on Geotextiles, Geomembranes and Related Products, Vol. 2, Hydraulic Applications and Related Research, Singapore, 1994, pp. 775–778.

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[9]     P. van Steeg, E. Vastenburg, A. Bezuijen, E. Zengerink and J. de Gijt.  Large-scale physical model tests on sand-filledgeotextile tubes and containers under wave attack. CSt2011p0021.

[10]  Ir. P. van Steeg, Ing. E.W. Vastenburg :  Deltares, 2010. Large scale physical model tests on the stability of geotextile tubes, Deltares report 1200162-000, February 2010, Delft.

[11]  Bezuijen A., K.W. Pilarczyk (2012). Gesynthetics in hydraulic and coastal engineering filters, revetments and sand filled structures . Proc. EuroGeo 5, Valencia, pp 65-80

[12]  Pilarczyk (2000): Geosynthetics and geosystems in hydraulic and coastal engineering. A.A. Balkema, Rotterdam, the Netherlands.

[13]  Y.Amallas and Y Ajdor : Protection of Monika beach against coastal erosion by geotextile tubes. International Journal of Emerging Technology and Advanced Engineering. Volume 8, Issue 11, November 2018. pp 120-128.

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