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Derivation of Flexural Rigidity Formula for Two-row Overlap Pile Wall
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| DC Field | Value | Language |
|---|---|---|
| dc.contributor.author | Choi, Wonhyuk | - |
| dc.contributor.author | Kim, Bumjoo | - |
| dc.date.accessioned | 2023-04-28T06:41:37Z | - |
| dc.date.available | 2023-04-28T06:41:37Z | - |
| dc.date.issued | 2018-12 | - |
| dc.identifier.issn | 2508-2876 | - |
| dc.identifier.issn | 2287-9528 | - |
| dc.identifier.uri | https://scholarworks.dongguk.edu/handle/sw.dongguk/8865 | - |
| dc.description.abstract | Two-row overlap pile wall, currently under development for use in deep excavations, is a novel retaining structure designed to perform itself as a cutoff wall as well as a high-stiffness wall by constructing four overlapping piles arranged in zigzag manner at a time using a tetra-axis auger. This wall has a relatively complex cross-section, compared with other types of pile wall, which would make it difficult to determine design parameters related to cross-section. In this study, a flexural rigidity equation has been derived by analyzing both theoretically and statistically various wall cross-sections with different pile diameters and overlap lengths. The flexural rigidity equation was found to show the maximum error rate of 3%. | - |
| dc.format.extent | 10 | - |
| dc.language | 한국어 | - |
| dc.language.iso | KOR | - |
| dc.publisher | 한국지반신소재학회 | - |
| dc.title | Derivation of Flexural Rigidity Formula for Two-row Overlap Pile Wall | - |
| dc.title.alternative | 2열 겹침주열말뚝의 휨 강성 산정식 유도 | - |
| dc.type | Article | - |
| dc.publisher.location | 대한민국 | - |
| dc.identifier.doi | 10.12814/jkgss.2018.17.4.109 | - |
| dc.identifier.bibliographicCitation | 한국지반신소재학회 논문집, v.17, no.4, pp 109 - 118 | - |
| dc.citation.title | 한국지반신소재학회 논문집 | - |
| dc.citation.volume | 17 | - |
| dc.citation.number | 4 | - |
| dc.citation.startPage | 109 | - |
| dc.citation.endPage | 118 | - |
| dc.type.docType | Article | - |
| dc.identifier.kciid | ART002425741 | - |
| dc.description.isOpenAccess | N | - |
| dc.description.journalRegisteredClass | esci | - |
| dc.description.journalRegisteredClass | kci | - |
| dc.relation.journalResearchArea | Engineering | - |
| dc.relation.journalWebOfScienceCategory | Engineering, Geological | - |
| dc.subject.keywordAuthor | Two-row overlap pile wall | - |
| dc.subject.keywordAuthor | Deep excavation | - |
| dc.subject.keywordAuthor | Flexural rigidity | - |
| dc.subject.keywordAuthor | Cross-section | - |
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Related Researcher
- Kim, Bum Joo
- College of Engineering (Department of Civil and Environmental Engineering)