Experimental Study on the Pullout Resistance of Smooth Steel Strip Reinforcement with Transverse Members
DC Field | Value | Language |
---|---|---|
dc.contributor.author | Han, Jung-Geun | - |
dc.contributor.author | Lee, Kwang-Wu | - |
dc.contributor.author | Lee, Jong-Young | - |
dc.contributor.author | Hong, Gigwon | - |
dc.contributor.author | Park, Jeongjun | - |
dc.date.accessioned | 2021-11-15T05:41:13Z | - |
dc.date.available | 2021-11-15T05:41:13Z | - |
dc.date.issued | 2021-03 | - |
dc.identifier.issn | 2076-3417 | - |
dc.identifier.issn | 2076-3417 | - |
dc.identifier.uri | https://scholarworks.bwise.kr/cau/handle/2019.sw.cau/51361 | - |
dc.description.abstract | This 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.language | 영어 | - |
dc.language.iso | ENG | - |
dc.publisher | MDPI | - |
dc.title | Experimental Study on the Pullout Resistance of Smooth Steel Strip Reinforcement with Transverse Members | - |
dc.type | Article | - |
dc.identifier.doi | 10.3390/app11062776 | - |
dc.identifier.bibliographicCitation | APPLIED SCIENCES-BASEL, v.11, no.6 | - |
dc.description.isOpenAccess | N | - |
dc.identifier.wosid | 000645707800001 | - |
dc.identifier.scopusid | 2-s2.0-85103513508 | - |
dc.citation.number | 6 | - |
dc.citation.title | APPLIED SCIENCES-BASEL | - |
dc.citation.volume | 11 | - |
dc.type.docType | Article | - |
dc.publisher.location | 스위스 | - |
dc.subject.keywordAuthor | reinforced earth wall | - |
dc.subject.keywordAuthor | inextensible reinforcement | - |
dc.subject.keywordAuthor | large-scale pullout test | - |
dc.subject.keywordAuthor | pullout resistance | - |
dc.subject.keywordAuthor | interference | - |
dc.subject.keywordAuthor | bearing bond coefficient | - |
dc.subject.keywordPlus | GRID REINFORCEMENTS | - |
dc.subject.keywordPlus | OUT TESTS | - |
dc.subject.keywordPlus | BEHAVIOR | - |
dc.subject.keywordPlus | SOIL | - |
dc.subject.keywordPlus | EMBANKMENTS | - |
dc.relation.journalResearchArea | Chemistry | - |
dc.relation.journalResearchArea | Engineering | - |
dc.relation.journalResearchArea | Materials Science | - |
dc.relation.journalResearchArea | Physics | - |
dc.relation.journalWebOfScienceCategory | Chemistry, Multidisciplinary | - |
dc.relation.journalWebOfScienceCategory | Engineering, Multidisciplinary | - |
dc.relation.journalWebOfScienceCategory | Materials Science, Multidisciplinary | - |
dc.relation.journalWebOfScienceCategory | Physics, Applied | - |
dc.description.journalRegisteredClass | scie | - |
dc.description.journalRegisteredClass | scopus | - |
Items in ScholarWorks are protected by copyright, with all rights reserved, unless otherwise indicated.
84, Heukseok-ro, Dongjak-gu, Seoul, Republic of Korea (06974)02-820-6194
COPYRIGHT 2019 Chung-Ang University All Rights Reserved.
Certain data included herein are derived from the © Web of Science of Clarivate Analytics. All rights reserved.
You may not copy or re-distribute this material in whole or in part without the prior written consent of Clarivate Analytics.