Numerical modeling of skirted foundation in alternating layers of sand and clay
DC Field | Value | Language |
---|---|---|
dc.contributor.author | Park, Jeong-Seon | - |
dc.contributor.author | Park, Duhee | - |
dc.contributor.author | Jang, Hwa-Sup | - |
dc.contributor.author | Yoon, Se-Woong | - |
dc.date.accessioned | 2022-07-15T22:26:52Z | - |
dc.date.available | 2022-07-15T22:26:52Z | - |
dc.date.created | 2021-05-13 | - |
dc.date.issued | 2015-06 | - |
dc.identifier.issn | 1098-6189 | - |
dc.identifier.uri | https://scholarworks.bwise.kr/hanyang/handle/2021.sw.hanyang/157033 | - |
dc.description.abstract | Estimation of bearing capacity is critical in the design of skirted foundations. Empirical formula and closed form solutions for skirted foundations in uniform profiles composed of sand or clay have been proposed. However, the capacity of foundations in alternating layers of sand and clay is not well defined. We perform a series of three-dimensional elasto-plastic finite element analyses on such profiles and calculate the bearing capacity of skirted foundations. It is shown that assuming a uniform profile is not appropriate. Even a thin layer of clay below the tip of the skirted foundation can significantly reduce the capacity of the foundation. We present predictive equations and charts for determining the vertical bearing capacities of foundations in heterogeneous profiles. | - |
dc.language | 영어 | - |
dc.language.iso | en | - |
dc.publisher | International Society of Offshore and Polar Engineers | - |
dc.title | Numerical modeling of skirted foundation in alternating layers of sand and clay | - |
dc.type | Article | - |
dc.contributor.affiliatedAuthor | Park, Duhee | - |
dc.identifier.scopusid | 2-s2.0-84944684036 | - |
dc.identifier.bibliographicCitation | Proceedings of the International Offshore and Polar Engineering Conference, v.2015-January, pp.658 - 661 | - |
dc.relation.isPartOf | Proceedings of the International Offshore and Polar Engineering Conference | - |
dc.citation.title | Proceedings of the International Offshore and Polar Engineering Conference | - |
dc.citation.volume | 2015-January | - |
dc.citation.startPage | 658 | - |
dc.citation.endPage | 661 | - |
dc.type.rims | ART | - |
dc.type.docType | Conference Paper | - |
dc.description.journalClass | 1 | - |
dc.description.isOpenAccess | N | - |
dc.description.journalRegisteredClass | scopus | - |
dc.subject.keywordPlus | Bearing capacity | - |
dc.subject.keywordPlus | Finite element method | - |
dc.subject.keywordPlus | Foundations | - |
dc.subject.keywordPlus | Numerical models | - |
dc.subject.keywordPlus | Alternating layers | - |
dc.subject.keywordPlus | Closed form solutions | - |
dc.subject.keywordPlus | Elasto-plastic finite element analysis | - |
dc.subject.keywordPlus | Empirical formulas | - |
dc.subject.keywordPlus | Predictive equations | - |
dc.subject.keywordPlus | Skirted foundations | - |
dc.subject.keywordPlus | Thin layers | - |
dc.subject.keywordPlus | Vertical bearing capacity | - |
dc.subject.keywordPlus | Sand | - |
dc.subject.keywordAuthor | Alternating layers | - |
dc.subject.keywordAuthor | Bearing capacity | - |
dc.subject.keywordAuthor | Numerical modeling | - |
dc.subject.keywordAuthor | Skirted foundation | - |
dc.identifier.url | https://www.onepetro.org/conference-paper/ISOPE-I-15-194 | - |
Items in ScholarWorks are protected by copyright, with all rights reserved, unless otherwise indicated.
222, Wangsimni-ro, Seongdong-gu, Seoul, 04763, Korea+82-2-2220-1365
COPYRIGHT © 2021 HANYANG UNIVERSITY.
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.