Use of the dilatometer test to estimate the maximum shear modulus of normally consolidated Busan clay
DC Field | Value | Language |
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dc.contributor.author | Choo, Hyunwook | - |
dc.contributor.author | Hong, Sung-Jin | - |
dc.contributor.author | Lee, Woojin | - |
dc.contributor.author | Lee, Changho | - |
dc.date.accessioned | 2021-09-01T14:50:09Z | - |
dc.date.available | 2021-09-01T14:50:09Z | - |
dc.date.created | 2021-06-19 | - |
dc.date.issued | 2019-05-28 | - |
dc.identifier.issn | 1064-119X | - |
dc.identifier.uri | https://scholar.korea.ac.kr/handle/2021.sw.korea/65370 | - |
dc.description.abstract | The aim of this experimental study is to estimate the maximum shear modulus (G(max)) of normally consolidated clayey soils using the results of a dilatometer test (DMT). A series of DMTs was conducted at the Busan New Port and Noksan sites in South Korea. In addition, basic index tests, bender element tests (i.e., shear wave velocity (V-s) measurements), and standard 1-D consolidation tests were performed using the undisturbed specimens. The results demonstrate that the G(max) of normally consolidated Busan clays cannot be adequately captured by the horizontal stress index (K-D)-based empirical formula. Therefore, a G(max) estimating formula for normally consolidated clayey soils is newly suggested in this study using the dilatometer constrained modulus (M-DMT) and stress-normalized material index (I-D). Most notably, the estimated G(max) values using the suggested formula are comparable with the measured G(max) of both this study and the previous study on normally consolidated clayey soils. | - |
dc.language | English | - |
dc.language.iso | en | - |
dc.publisher | TAYLOR & FRANCIS INC | - |
dc.subject | WAVE VELOCITY | - |
dc.subject | MARINE CLAYS | - |
dc.subject | PENETRATION | - |
dc.subject | STIFFNESS | - |
dc.subject | SOIL | - |
dc.subject | MIXTURES | - |
dc.subject | STRENGTH | - |
dc.subject | STATE | - |
dc.title | Use of the dilatometer test to estimate the maximum shear modulus of normally consolidated Busan clay | - |
dc.type | Article | - |
dc.contributor.affiliatedAuthor | Lee, Woojin | - |
dc.identifier.doi | 10.1080/1064119X.2018.1458927 | - |
dc.identifier.scopusid | 2-s2.0-85046042342 | - |
dc.identifier.wosid | 000474444000003 | - |
dc.identifier.bibliographicCitation | MARINE GEORESOURCES & GEOTECHNOLOGY, v.37, no.5, pp.547 - 557 | - |
dc.relation.isPartOf | MARINE GEORESOURCES & GEOTECHNOLOGY | - |
dc.citation.title | MARINE GEORESOURCES & GEOTECHNOLOGY | - |
dc.citation.volume | 37 | - |
dc.citation.number | 5 | - |
dc.citation.startPage | 547 | - |
dc.citation.endPage | 557 | - |
dc.type.rims | ART | - |
dc.type.docType | Article | - |
dc.description.journalClass | 1 | - |
dc.description.journalRegisteredClass | scie | - |
dc.description.journalRegisteredClass | scopus | - |
dc.relation.journalResearchArea | Engineering | - |
dc.relation.journalResearchArea | Oceanography | - |
dc.relation.journalResearchArea | Mining & Mineral Processing | - |
dc.relation.journalWebOfScienceCategory | Engineering, Ocean | - |
dc.relation.journalWebOfScienceCategory | Engineering, Geological | - |
dc.relation.journalWebOfScienceCategory | Oceanography | - |
dc.relation.journalWebOfScienceCategory | Mining & Mineral Processing | - |
dc.subject.keywordPlus | WAVE VELOCITY | - |
dc.subject.keywordPlus | MARINE CLAYS | - |
dc.subject.keywordPlus | PENETRATION | - |
dc.subject.keywordPlus | STIFFNESS | - |
dc.subject.keywordPlus | SOIL | - |
dc.subject.keywordPlus | MIXTURES | - |
dc.subject.keywordPlus | STRENGTH | - |
dc.subject.keywordPlus | STATE | - |
dc.subject.keywordAuthor | Constrained modulus | - |
dc.subject.keywordAuthor | dilatometer test | - |
dc.subject.keywordAuthor | maximum shear modulus | - |
dc.subject.keywordAuthor | normally consolidated clay | - |
dc.subject.keywordAuthor | shear wave velocity | - |
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