A Case Study of a 42-m High GRS Retaining Structure and CO2 Footprint Reduction due to the use of Marginal Backfill Available on site

Author:

Deger T. TongucORCID,Guler ErolORCID

Publisher

Springer Science and Business Media LLC

Reference28 articles.

1. Mandavkar S, Weldu M (2019) Geogrid reinforced soil structures reach new heights. Geosynthetics Magazine, June 1 Issue, https://geosyntheticsmagazine.com/2019/06/01/geogrid-reinforced-soil-structures-reach-new-heights/

2. Tatsuoka F, Tateyama M, Mohri Y, Matsushima K (2007) Remedial treatment of soil structures using geosynthetic-reinforcing technology. Geotext Geomem 25(4–5):204–220. https://doi.org/10.1016/j.geotexmem.2007.02.002

3. Kim Y-J, Kotwal AR, Cho B-Y, Wilde J, You BH (2019) Geosynthetic Reinforced Steep slopes: current technology in the United States. Appl Sci 9:2008. https://doi.org/10.3390/app9102008

4. Wu JTH (2019) Geosynthetic reinforced soil (GRS) Walls. John Wiley & Sons Ltd, Oxford, U.K., ISBN 9781119375845

5. Koseki J, Bathurst RJ, Guler E, Kuwano J, Maugeri M (2006) Seismic stability of reinforced soil walls. 8th International Conference on Geosynthetics, Yokohama, Japan, 28 p

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