ScholarWorks@Hanyang University

Detailed Information

Cited 0 time in webofscience Cited 0 time in scopus
Metadata Downloads

Estimation of damping ratio of rock mass for numerical simulation of blast induced vibration propagation

Full metadata record
DC Field Value Language
dc.contributor.authorAhn, Jae-Kwang-
dc.contributor.authorPark, Duhee-
dc.contributor.authorYoo, Jin-Kwon-
dc.date.accessioned2022-07-15T19:05:24Z-
dc.date.available2022-07-15T19:05:24Z-
dc.date.created2021-05-13-
dc.date.issued2016-01-
dc.identifier.urihttps://scholarworks.bwise.kr/hanyang/handle/2021.sw.hanyang/155297-
dc.description.abstractNumerical evaluation of the effect of blast induced vibration on adjacent structures requires determination of the damping ratio. Selection of the dampring ratio for the rock mass is very difficult because it is heavily influenced by the joint layout. We propose a simple yet robust method to estimate the damping ratio of rock mass that fits the target attenuation curve. The damping ratio can be selected as functions of the shear wave velocity of the rock mass and the attenuation parameter of the target attenuation relationship.-
dc.language영어-
dc.language.isoen-
dc.publisherAsian Regional Conference on Soil Mechanics and Geotechnical Engineering-
dc.titleEstimation of damping ratio of rock mass for numerical simulation of blast induced vibration propagation-
dc.typeArticle-
dc.contributor.affiliatedAuthorPark, Duhee-
dc.identifier.doi10.3208/jgssp.KOR-34-
dc.identifier.scopusid2-s2.0-84971450001-
dc.identifier.bibliographicCitation15th Asian Regional Conference on Soil Mechanics and Geotechnical Engineering, ARC 2015: New Innovations and Sustainability, v.2, no.45, pp.1589 - 1592-
dc.relation.isPartOf15th Asian Regional Conference on Soil Mechanics and Geotechnical Engineering, ARC 2015: New Innovations and Sustainability-
dc.citation.title15th Asian Regional Conference on Soil Mechanics and Geotechnical Engineering, ARC 2015: New Innovations and Sustainability-
dc.citation.volume2-
dc.citation.number45-
dc.citation.startPage1589-
dc.citation.endPage1592-
dc.type.rimsART-
dc.type.docTypeConference Paper-
dc.description.journalClass1-
dc.description.isOpenAccessN-
dc.description.journalRegisteredClassscopus-
dc.subject.keywordPlusCurve fitting-
dc.subject.keywordPlusDamping-
dc.subject.keywordPlusGeotechnical engineering-
dc.subject.keywordPlusNumerical models-
dc.subject.keywordPlusRock mechanics-
dc.subject.keywordPlusShear flow-
dc.subject.keywordPlusShear waves-
dc.subject.keywordPlusSoil mechanics-
dc.subject.keywordPlusVelocity control-
dc.subject.keywordPlusVibrations (mechanical)-
dc.subject.keywordPlusWave propagation-
dc.subject.keywordPlusAdjacent structures-
dc.subject.keywordPlusAttenuation curve-
dc.subject.keywordPlusAttenuation relationships-
dc.subject.keywordPlusBlast induced vibrations-
dc.subject.keywordPlusBlast loads-
dc.subject.keywordPlusPeak particle velocities-
dc.subject.keywordPlusRobust methods-
dc.subject.keywordPlusShear wave velocity-
dc.subject.keywordPlusRocks-
dc.subject.keywordAuthorAttenuation relationship-
dc.subject.keywordAuthorBlast load-
dc.subject.keywordAuthorNumerical modeling-
dc.subject.keywordAuthorPeak particle velocity-
dc.identifier.urlhttps://www.jstage.jst.go.jp/article/jgssp/2/45/2_KOR-34/_article-
Files in This Item
Go to Link
Appears in
Collections
서울 공과대학 > 서울 건설환경공학과 > 1. Journal Articles
Show simple item record

qrcode

Items in ScholarWorks are protected by copyright, with all rights reserved, unless otherwise indicated.

Related Researcher

Researcher Park, Duhee photo

Park, Duhee
COLLEGE OF ENGINEERING (DEPARTMENT OF CIVIL AND ENVIRONMENTAL ENGINEERING)
Read more

Altmetrics

Total Views & Downloads

CONTACT US

RSS_1.0 RSS_2.0 ATOM_1.0

222, Wangsimni-ro, Seongdong-gu, Seoul, 04763, Korea+82-2-2220-1366

COPYRIGHT © 2024 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.

BROWSE

한국어