Comparison of geotube and stone cemented wall stability as coastal protection system [case study and 2D limit equilibrium and FEM modeling analysis]
Geosynthetic structures for shore protection have demonstrably lower construction and lifetime costs than those of hard structures. This paper outlines the effect of scouring on banks protection structures stability in case of comparison between sand-stone wall and a geosynthetic structure that is c...
| Main Authors: | , , , , |
|---|---|
| Format: | Article |
| Language: | English |
| Published: |
American-Eurasian Network for Scientific Information
2011
|
| Online Access: | http://psasir.upm.edu.my/id/eprint/23019/ http://psasir.upm.edu.my/id/eprint/23019/1/23019.pdf |
| _version_ | 1848844642719629312 |
|---|---|
| author | Moayedi, Hossein Kim Huat, Bujang Mohammad Ali, Thamer Ahmad Bakhshipor, Zeinab Ebadi, Mehdi |
| author_facet | Moayedi, Hossein Kim Huat, Bujang Mohammad Ali, Thamer Ahmad Bakhshipor, Zeinab Ebadi, Mehdi |
| author_sort | Moayedi, Hossein |
| building | UPM Institutional Repository |
| collection | Online Access |
| description | Geosynthetic structures for shore protection have demonstrably lower construction and lifetime costs than those of hard structures. This paper outlines the effect of scouring on banks protection structures stability in case of comparison between sand-stone wall and a geosynthetic structure that is commonly used for shore protection: geotextile wraparound revetments (GWRs). Different 2D Limit Equilibrium and FEM modeling analysis were carried out on a case study of sandstone example. As a result, GWRs have been shown to adapt extremely well against differential settlement and scour erosion. Analyses show that many advantages of sand-stone structures remain, but that geosynthetic structures should not be regarded as an alternative shore construction method. Rather, they are a preferable solution for numerous coastal problems. |
| first_indexed | 2025-11-15T08:34:10Z |
| format | Article |
| id | upm-23019 |
| institution | Universiti Putra Malaysia |
| institution_category | Local University |
| language | English |
| last_indexed | 2025-11-15T08:34:10Z |
| publishDate | 2011 |
| publisher | American-Eurasian Network for Scientific Information |
| recordtype | eprints |
| repository_type | Digital Repository |
| spelling | upm-230192018-09-25T01:03:29Z http://psasir.upm.edu.my/id/eprint/23019/ Comparison of geotube and stone cemented wall stability as coastal protection system [case study and 2D limit equilibrium and FEM modeling analysis] Moayedi, Hossein Kim Huat, Bujang Mohammad Ali, Thamer Ahmad Bakhshipor, Zeinab Ebadi, Mehdi Geosynthetic structures for shore protection have demonstrably lower construction and lifetime costs than those of hard structures. This paper outlines the effect of scouring on banks protection structures stability in case of comparison between sand-stone wall and a geosynthetic structure that is commonly used for shore protection: geotextile wraparound revetments (GWRs). Different 2D Limit Equilibrium and FEM modeling analysis were carried out on a case study of sandstone example. As a result, GWRs have been shown to adapt extremely well against differential settlement and scour erosion. Analyses show that many advantages of sand-stone structures remain, but that geosynthetic structures should not be regarded as an alternative shore construction method. Rather, they are a preferable solution for numerous coastal problems. American-Eurasian Network for Scientific Information 2011 Article PeerReviewed text en http://psasir.upm.edu.my/id/eprint/23019/1/23019.pdf Moayedi, Hossein and Kim Huat, Bujang and Mohammad Ali, Thamer Ahmad and Bakhshipor, Zeinab and Ebadi, Mehdi (2011) Comparison of geotube and stone cemented wall stability as coastal protection system [case study and 2D limit equilibrium and FEM modeling analysis]. Australian Journal of Basic and Applied Sciences, 5 (7). pp. 1-6. ISSN 1991-8178 http://ajbasweb.com/old/ajbas_july_2011.html |
| spellingShingle | Moayedi, Hossein Kim Huat, Bujang Mohammad Ali, Thamer Ahmad Bakhshipor, Zeinab Ebadi, Mehdi Comparison of geotube and stone cemented wall stability as coastal protection system [case study and 2D limit equilibrium and FEM modeling analysis] |
| title | Comparison of geotube and stone cemented wall stability as coastal protection system [case study and 2D limit equilibrium and FEM modeling analysis] |
| title_full | Comparison of geotube and stone cemented wall stability as coastal protection system [case study and 2D limit equilibrium and FEM modeling analysis] |
| title_fullStr | Comparison of geotube and stone cemented wall stability as coastal protection system [case study and 2D limit equilibrium and FEM modeling analysis] |
| title_full_unstemmed | Comparison of geotube and stone cemented wall stability as coastal protection system [case study and 2D limit equilibrium and FEM modeling analysis] |
| title_short | Comparison of geotube and stone cemented wall stability as coastal protection system [case study and 2D limit equilibrium and FEM modeling analysis] |
| title_sort | comparison of geotube and stone cemented wall stability as coastal protection system [case study and 2d limit equilibrium and fem modeling analysis] |
| url | http://psasir.upm.edu.my/id/eprint/23019/ http://psasir.upm.edu.my/id/eprint/23019/ http://psasir.upm.edu.my/id/eprint/23019/1/23019.pdf |