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A case study on the construction of reinforced earth wall using I-type connection system
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| DC Field | Value | Language |
|---|---|---|
| dc.contributor.author | Han, J.G. | - |
| dc.contributor.author | Hong, K.K. | - |
| dc.contributor.author | Lee, K.W. | - |
| dc.contributor.author | Cho, S.D. | - |
| dc.contributor.author | Moon, H.J. | - |
| dc.date.accessioned | 2022-01-25T06:53:02Z | - |
| dc.date.available | 2022-01-25T06:53:02Z | - |
| dc.date.issued | 2010-05 | - |
| dc.identifier.issn | 0000-0000 | - |
| dc.identifier.uri | https://scholarworks.bwise.kr/cau/handle/2019.sw.cau/54426 | - |
| dc.description.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. | - |
| dc.format.extent | 4 | - |
| dc.language | 영어 | - |
| dc.language.iso | ENG | - |
| dc.publisher | Brazilian Chapter of the International Geosynthetics Society | - |
| dc.title | A case study on the construction of reinforced earth wall using I-type connection system | - |
| dc.type | Article | - |
| dc.identifier.bibliographicCitation | 9th International Conference on Geosynthetics - Geosynthetics: Advanced Solutions for a Challenging World, ICG 2010, pp 1781 - 1784 | - |
| dc.description.isOpenAccess | N | - |
| dc.identifier.scopusid | 2-s2.0-84906902827 | - |
| dc.citation.endPage | 1784 | - |
| dc.citation.startPage | 1781 | - |
| dc.citation.title | 9th International Conference on Geosynthetics - Geosynthetics: Advanced Solutions for a Challenging World, ICG 2010 | - |
| dc.type.docType | Conference Paper | - |
| dc.subject.keywordAuthor | Connection system | - |
| dc.subject.keywordAuthor | Field test | - |
| dc.subject.keywordAuthor | Geosynthetics | - |
| dc.subject.keywordAuthor | Reinforced earth wall | - |
| dc.subject.keywordPlus | Facings | - |
| dc.subject.keywordPlus | Retaining walls | - |
| dc.subject.keywordPlus | Connection system | - |
| dc.subject.keywordPlus | Economical efficiency | - |
| dc.subject.keywordPlus | Field monitoring | - |
| dc.subject.keywordPlus | Field test | - |
| dc.subject.keywordPlus | Geosynthetics | - |
| dc.subject.keywordPlus | Horizontal displacements | - |
| dc.subject.keywordPlus | Maximum strains | - |
| dc.subject.keywordPlus | Reinforced earth walls | - |
| dc.subject.keywordPlus | Geosynthetic materials | - |
| dc.description.journalRegisteredClass | scopus | - |
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