Estimating Porosity and Particle Size for Hydraulic Conductivity of Binary Mixed Soils Containing Two Different-Sized Silica Particles
DC Field | Value | Language |
---|---|---|
dc.contributor.author | Choo, Hyunwook | - |
dc.contributor.author | Lee, W. | - |
dc.contributor.author | Lee, C. | - |
dc.contributor.author | Burns, S. E. | - |
dc.date.accessioned | 2023-09-18T06:55:12Z | - |
dc.date.available | 2023-09-18T06:55:12Z | - |
dc.date.created | 2023-07-07 | - |
dc.date.issued | 2018-01 | - |
dc.identifier.issn | 1090-0241 | - |
dc.identifier.uri | https://scholarworks.bwise.kr/hanyang/handle/2021.sw.hanyang/190801 | - |
dc.description.abstract | This study investigates the hydraulic conductivity (K) of binary mixed soils containing two different-sized silica particles, with the ultimate goal of developing the porosity (n) and equivalent particle size (deq) estimating formulas for binary mixed soils. Theoretical backgrounds for K of mixed soils were reviewed. In addition, a series of constant head permeameter tests for mixtures with three different size ratios between small and large particles were performed. It is demonstrated that the K of tested materials decreases with an increase in volume fraction of small particles (SCV) when SCV<SCV(volumetric critical small particle content) because of the decreases in both n and deq. In contrast, when SCV>SCV shows less change with SCV because of the offset mechanism between increased n and decreased <mml:msub>deq. Additionally, n and deq estimating methods for mixed soils are suggested in this study and compared with the experimental results. | - |
dc.language | 영어 | - |
dc.language.iso | en | - |
dc.publisher | ASCE-AMER SOC CIVIL ENGINEERS | - |
dc.title | Estimating Porosity and Particle Size for Hydraulic Conductivity of Binary Mixed Soils Containing Two Different-Sized Silica Particles | - |
dc.type | Article | - |
dc.contributor.affiliatedAuthor | Choo, Hyunwook | - |
dc.identifier.doi | 10.1061/(ASCE)GT.1943-5606.0001802 | - |
dc.identifier.scopusid | 2-s2.0-85033800494 | - |
dc.identifier.wosid | 000417449200005 | - |
dc.identifier.bibliographicCitation | JOURNAL OF GEOTECHNICAL AND GEOENVIRONMENTAL ENGINEERING, v.144, no.1, pp.1 - 9 | - |
dc.relation.isPartOf | JOURNAL OF GEOTECHNICAL AND GEOENVIRONMENTAL ENGINEERING | - |
dc.citation.title | JOURNAL OF GEOTECHNICAL AND GEOENVIRONMENTAL ENGINEERING | - |
dc.citation.volume | 144 | - |
dc.citation.number | 1 | - |
dc.citation.startPage | 1 | - |
dc.citation.endPage | 9 | - |
dc.type.rims | ART | - |
dc.type.docType | 정기학술지(Article(Perspective Article포함)) | - |
dc.description.journalClass | 1 | - |
dc.description.isOpenAccess | N | - |
dc.description.journalRegisteredClass | scie | - |
dc.description.journalRegisteredClass | scopus | - |
dc.relation.journalResearchArea | Engineering | - |
dc.relation.journalResearchArea | Geology | - |
dc.relation.journalWebOfScienceCategory | Engineering, Geological | - |
dc.relation.journalWebOfScienceCategory | Geosciences, Multidisciplinary | - |
dc.subject.keywordPlus | SHEAR-STRENGTH | - |
dc.subject.keywordPlus | PACKING | - |
dc.subject.keywordPlus | SAND | - |
dc.subject.keywordPlus | MIXTURES | - |
dc.subject.keywordPlus | FRACTION | - |
dc.subject.keywordPlus | RATIO | - |
dc.subject.keywordPlus | PERMEABILITY | - |
dc.subject.keywordPlus | EQUATION | - |
dc.subject.keywordPlus | VOLUME | - |
dc.subject.keywordAuthor | Hydraulic conductivity | - |
dc.subject.keywordAuthor | Mixed soils | - |
dc.subject.keywordAuthor | Porosity | - |
dc.subject.keywordAuthor | Particle size | - |
dc.subject.keywordAuthor | Constant head test | - |
dc.identifier.url | https://ascelibrary.org/doi/10.1061/%28ASCE%29GT.1943-5606.0001802 | - |
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.