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Experimental Study on the Pullout Resistance of Smooth Steel Strip Reinforcement with Transverse Members

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dc.contributor.authorHan, Jung-Geun-
dc.contributor.authorLee, Kwang-Wu-
dc.contributor.authorLee, Jong-Young-
dc.contributor.authorHong, Gigwon-
dc.contributor.authorPark, Jeongjun-
dc.date.accessioned2021-11-15T05:41:13Z-
dc.date.available2021-11-15T05:41:13Z-
dc.date.issued2021-03-
dc.identifier.issn2076-3417-
dc.identifier.issn2076-3417-
dc.identifier.urihttps://scholarworks.bwise.kr/cau/handle/2019.sw.cau/51361-
dc.description.abstractThis paper presents an experimental study on the pullout resistance of a newly improved reinforcement. The applied reinforcement was a smooth steel strip reinforcement with transverse members used to improve the pullout-resistance problems of the smooth steel strip reinforcement. The pullout and bearing resistance of the improved reinforcement were evaluated using results of large-scale pullout tests. The evaluation result confirmed that the bearing resistance of the improved reinforcement was about 33-66% of the total pullout resistance, and it had an evenly distributed friction and bearing resistance. The bearing bond coefficient, considering the interference effect, gradually converged when normal stress was higher than a certain value. This result confirmed that the increment of interference effect is caused by the increment of the transverse member and normal stress. In the pullout-resistance evaluation of the improved reinforcement, a number of transverse members can be predicted using the relationship between bearing-resistance stress and the bearing bond coefficient due to normal stress, which can be applied as a reasonable prediction method.-
dc.language영어-
dc.language.isoENG-
dc.publisherMDPI-
dc.titleExperimental Study on the Pullout Resistance of Smooth Steel Strip Reinforcement with Transverse Members-
dc.typeArticle-
dc.identifier.doi10.3390/app11062776-
dc.identifier.bibliographicCitationAPPLIED SCIENCES-BASEL, v.11, no.6-
dc.description.isOpenAccessN-
dc.identifier.wosid000645707800001-
dc.identifier.scopusid2-s2.0-85103513508-
dc.citation.number6-
dc.citation.titleAPPLIED SCIENCES-BASEL-
dc.citation.volume11-
dc.type.docTypeArticle-
dc.publisher.location스위스-
dc.subject.keywordAuthorreinforced earth wall-
dc.subject.keywordAuthorinextensible reinforcement-
dc.subject.keywordAuthorlarge-scale pullout test-
dc.subject.keywordAuthorpullout resistance-
dc.subject.keywordAuthorinterference-
dc.subject.keywordAuthorbearing bond coefficient-
dc.subject.keywordPlusGRID REINFORCEMENTS-
dc.subject.keywordPlusOUT TESTS-
dc.subject.keywordPlusBEHAVIOR-
dc.subject.keywordPlusSOIL-
dc.subject.keywordPlusEMBANKMENTS-
dc.relation.journalResearchAreaChemistry-
dc.relation.journalResearchAreaEngineering-
dc.relation.journalResearchAreaMaterials Science-
dc.relation.journalResearchAreaPhysics-
dc.relation.journalWebOfScienceCategoryChemistry, Multidisciplinary-
dc.relation.journalWebOfScienceCategoryEngineering, Multidisciplinary-
dc.relation.journalWebOfScienceCategoryMaterials Science, Multidisciplinary-
dc.relation.journalWebOfScienceCategoryPhysics, Applied-
dc.description.journalRegisteredClassscie-
dc.description.journalRegisteredClassscopus-
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공과대학 (건설환경플랜트공학)
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