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A case study on the construction of reinforced earth wall using I-type connection system

Authors
Han, J.G.Hong, K.K.Lee, K.W.Cho, S.D.Moon, H.J.
Issue Date
May-2010
Publisher
Brazilian Chapter of the International Geosynthetics Society
Keywords
Connection system; Field test; Geosynthetics; Reinforced earth wall
Citation
9th International Conference on Geosynthetics - Geosynthetics: Advanced Solutions for a Challenging World, ICG 2010, pp 1781 - 1784
Pages
4
Journal Title
9th International Conference on Geosynthetics - Geosynthetics: Advanced Solutions for a Challenging World, ICG 2010
Start Page
1781
End Page
1784
URI
https://scholarworks.bwise.kr/cau/handle/2019.sw.cau/54426
ISSN
0000-0000
Abstract
The reinforced earth wall system with geogrid has been increased rapidly since 1990's in Korea, because of the economical efficiency, the convenience of installation and the graceful appearance. Therefore, the various connection systems between the wall facing and geogrid are developed for stability increase of the reinforced earth wall. In this paper, the behavior of the reinforced earth wall using I-type connection system was analyzed with field monitoring. The analysis results confirmed that the horizontal displacement of the wall facing and the maximum strain of geogrid are in a stable condition. Therefore, the reinforced earth wall using I-type connection system will be able to apply in field.
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Han, Jung Geun
공과대학 (건설환경플랜트공학)
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