Pullout Behavior of Cell-Type Tires in Reinforced Soil Structures SCIE SCOPUS KCI

DC Field Value Language
dc.contributor.author Kim, Keun Soo -
dc.contributor.author Yoon, Yeo Won -
dc.contributor.author Yoon, Gil Lim -
dc.date.accessioned 2020-04-20T07:43:26Z -
dc.date.available 2020-04-20T07:43:26Z -
dc.date.created 2020-02-04 -
dc.date.issued 2011-09 -
dc.identifier.issn 1226-7988 -
dc.identifier.uri https://sciwatch.kiost.ac.kr/handle/2020.kiost/3816 -
dc.description.abstract A series of field-scaled pullout tests were carried out to investigate the pullout behavior of cell-type tires in reinforced soil structures. It is difficult to perform laboratory-scale pullout tests due to the size and geometry of the cell-type tires. Therefore it was necessary to perform field tests. The purpose of the field tests carried out in this study was to investigate the effects of surcharge height, effective anchorage length, tires connection materials, and the number of tires on the pullout behavior of cell-type tires. The ultimate tensile strength of cell-type tires was determined for the design and construction of reinforced soil structures. For comparison, pullout testing of the commercially available geocell was also conducted. The pullout resistance of cell-type tire increased with increasing surcharge height, effective anchorage length, and the number of tires. The ultimate pullout resistance of cell-type tires was approximately 1.25 times that of the geocell reinforcement. This difference was mainly due to the high-strength steel wires inside the tires. The pullout resistance normalized by the number of tires and the surcharge height was 4 kN. -
dc.description.uri 1 -
dc.language English -
dc.publisher SPRINGER -
dc.subject EARTHFILL -
dc.subject PERFORMANCE -
dc.subject DESIGN -
dc.title Pullout Behavior of Cell-Type Tires in Reinforced Soil Structures -
dc.type Article -
dc.citation.endPage 1217 -
dc.citation.startPage 1209 -
dc.citation.title KSCE JOURNAL OF CIVIL ENGINEERING -
dc.citation.volume 15 -
dc.citation.number 7 -
dc.identifier.bibliographicCitation KSCE JOURNAL OF CIVIL ENGINEERING, v.15, no.7, pp.1209 - 1217 -
dc.identifier.doi 10.1007/s12205-011-1307-5 -
dc.identifier.scopusid 2-s2.0-80052523633 -
dc.identifier.wosid 000296693700008 -
dc.type.docType Article -
dc.identifier.kciid ART001578551 -
dc.description.journalClass 1 -
dc.subject.keywordPlus EARTHFILL -
dc.subject.keywordPlus PERFORMANCE -
dc.subject.keywordPlus DESIGN -
dc.subject.keywordAuthor pullout test -
dc.subject.keywordAuthor cell-type tire -
dc.subject.keywordAuthor geocell -
dc.subject.keywordAuthor pullout resistance -
dc.subject.keywordAuthor ultimate tensile strength -
dc.relation.journalWebOfScienceCategory Engineering, Civil -
dc.description.journalRegisteredClass scie -
dc.description.journalRegisteredClass scopus -
dc.description.journalRegisteredClass kci -
dc.relation.journalResearchArea Engineering -
Appears in Collections:
Coastal & Ocean Engineering Division > Coastal Development and Ocean Energy Research Center > 1. Journal Articles
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