Gabion structures and retaining walls design criteria

Main Article Content

Esra Uray

Abstract

Retaining structures, which are utilized as a solution to meet the horizontal soil pressures between two different soil levels, have a very common usage area in geotechnical engineering. Gabions, which have found application with the developments in material production and coating technologies, are also applied as a type of retaining structure. Gabions, which are especially economical and environmentally friendly solutions, are engineering structures with many advantages. Gabion structures are built by placing these baskets in a specific order and these structures are used in many applications of civil engineering like retaining walls in highways, railways, erosion prevention, slope stability, stream bed improvement, shoreline survey, bridge approach, etc. In this study, gabion-type structures and their main application areas, advantages, design criteria, and comprehensive literature summary are given.

Article Details

How to Cite
Uray, E. (2022). Gabion structures and retaining walls design criteria. Advanced Engineering Science, 2, 127–134. Retrieved from https://publish.mersin.edu.tr/index.php/ades/article/view/514
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References

Gabion-Wikipedia. (n.d.). What is the gabion? Retrieved December 20, 2021, from https://en.wikipedia.org/wiki/Gabion

Agostini, R. (1978). Flexible gabion structures in earth retaining works. In Officine Maccaferri. Retrieved from https://www.worldcat.org/title/flexible-gabion-structures-in-earth-retaining-works/oclc/20688526#borrow

Peerdawood, C. T., & Mawlood, Y. (2010). Analytical Study for Stability of Gabion Walls. Journal of Pure and Applied Sciences, 22(5).

Ramli, M., Karasu, T. J. R., & Dawood, E. T. (2013). The stability of gabion walls for earth retaining structures. Alexandria Engineering Journal, 52(4), 705–710. https://doi.org/10.1016/j.aej.2013.07.005

Lin, Y., & Fang, Y. (2013). Settlement Behavior of New Reinforced Earth Retaining Walls under Loading-Unloading Cycles. Applied Mechanics and Materials, 256–259(PART 1), 215–219. https://doi.org/10.4028/www.scientific.net/AMM.256-259.215

Lin, Y., & Yang, G. (2013). Dynamic Deformation Behavior and Life Analysis of Green Reinforced Gabion Retaining Wall. Applied Mechanics and Materials, 256–259(PART 1), 251–255. https://doi.org/10.4028/www.scientific.net/AMM.256-259.251

Amato, G., Obrien, F., Simms, C. K., & Ghosh, B. (2013). Multibody modelling of gabion beams for impact applications. International Journal of Crashworthiness, 18(3), 237–250. https://doi.org/10.1080/13588265.2013.775739

Chikute, G. C., & Sonar, I. P. (2019). Failures of gabion walls. International Journal of Innovative Technology and Exploring Engineering (IJITEE), 8(11), 1384–1390. https://doi.org/10.35940/ijitee.J9731.0981119

Uray, E., & Tan, O. (2015). Investigation of design criteria for the type of gabion walls. Digital Proceeding of The International Conference on Civil and Environmental Engineering ICOCEE, 1571–1581. https://doi.org/https://doi.org/10.13140/RG.2.1.1185.5845

Wang, Y., Smith, J. V, & Nazem, M. (2021). Optimisation of a Slope-Stabilisation System Combining Gabion-Faced Geogrid-Reinforced Retaining Wall with Embedded Piles. KSCE Journal of Civil Engineering, 25(12), 4535–4551. https://doi.org/10.1007/s12205-021-1300-6

Grodecki, M. (2021). Numerical modelling of gabion retaining wall under loading and unloading. Archives of Civil Engineering, 67(2), 155–164. https://doi.org/10.24425/ACE.2021.137160

Uray, E. (2014). Investigation of Design Criteria for The Type of Gabion Walls. The Graduate School of Natural and Applied Science of Selçuk University, The Degree of Master of Science in Civil Engineering, Master’s Thesis.

Uray, E., & Tan, O. (2015). Gabion tipi dayanma yapıları. Türkiye Mühendislik Haberleri, 60(2), 19–29. Retrieved from https://www.imo.org.tr/resimler/ekutuphane/pdf/17070_03_49.pdf

Maccaferri Turkey Case History. (2017). Embankment manufacturing of Kozcagız Dam. Retrieved February 15, 2021, from https://maccaferri.com.tr/kozcagiz-baraji-terramesh-sistem-ile-sedde-imalati/

Maccaferri Turkey Case History. (2013). Rock barrier and steel grid application of Kavsakbendi project. Retrieved February 15, 2021, from https://maccaferri.com.tr/kavsakbendi-baraji-hes-projesi-kaya-bariyeri-ve-celik-grid-uygulamasi/

Maccaferri Turkey Case History. (2012). Application of Reno Mattress for Slope Erosion Prevention within the Scope of Ankara-Istanbul 2nd Stage High Speed Train Project. Retrieved March 20, 2014, from https://maccaferri.com.tr/en/case-history/

Maccaferri Turkey Case History. (2012). Construction of Terramesh System Retaining Wall within the Scope of Ankara-Istanbul 2nd Stage High Speed Train Project. Retrieved March 20, 2014, from https://maccaferri.com.tr/en/case-history/

Maccaferri Turkey Case History. (2005). Astaldi Bolu Mountain Crossing Stream Bed Improvement Work for the Protection of Viaduct Foundations. Retrieved March 20, 2015, from teknomaccaferri.com.tr/cozum-konulari/istinat-yapilari/referanslar

Braja, M. Das, & Sivakugan, N. (2017). Principles of Foundation Engineering (9th Edition). Cengage Learning. Retrieved from http://thuvienso.hau.edu.vn:8888/dspace/handle/hau/5215

Rankine, W. (1857). Earth pressure theory. Phil. Trans. of the Royal Soc.rankine.

Coulomb, C. (1973). Essai sur une application des regles de maximis et minimis a quelques problemes de statique relatifs a l’architecture (essay on maximums and minimums of. Retrieved from https://trid.trb.org/view/124803