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dc.contributor.author廖志中en_US
dc.contributor.authorJYH-JONGLIAOen_US
dc.date.accessioned2014-12-13T10:40:18Z-
dc.date.available2014-12-13T10:40:18Z-
dc.date.issued1994en_US
dc.identifier.govdocNSC83-0410-E009-009zh_TW
dc.identifier.urihttp://hdl.handle.net/11536/97378-
dc.identifier.urihttps://www.grb.gov.tw/search/planDetail?id=121041&docId=20211en_US
dc.description.abstract橫向等向性岩石因具一明顯的彈性對面,故 其物理性質,如強度及破裂行為,有別於均向性 岩石.本研究擬以三年時間針對橫向等向性岩 石(硬頁岩及板岩等)之強度及破壞行為加以研 究,企求得到橫向等向性岩石之尖峰及殘餘剪 力破壞準則及破裂過程中之超音波及聲射效應 ,以供橫向等向性岩石穩定分析及現地應力推 估參考.本研究計畫主要工作項目包含新型超 音波儀器研製,以MTS高溫高壓岩石三軸試驗機, 從事三軸□單軸壓縮試驗,直接張力試驗,超音 波試驗聲射試驗等.zh_TW
dc.description.sponsorship行政院國家科學委員會zh_TW
dc.language.isozh_TWen_US
dc.subject橫向等向性岩石zh_TW
dc.subject破壞準則zh_TW
dc.subject破裂zh_TW
dc.subject超音波zh_TW
dc.subject聲射zh_TW
dc.subject殘餘剪力強度zh_TW
dc.subjectTransversely isotropic rocken_US
dc.subjectFailure criteriaen_US
dc.subjectFractureen_US
dc.subjectUltrasonicen_US
dc.subjectAcousticemissionen_US
dc.subjectResidual shear strengthen_US
dc.title橫向等向性岩石之強度及破裂行為zh_TW
dc.titleStrength and Fracture of Transversely Isotropic Rocksen_US
dc.typePlanen_US
dc.contributor.department國立交通大學土木工程研究所zh_TW
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