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dc.contributor.author廖志中en_US
dc.contributor.authorLiaw Chih-Chuangen_US
dc.date.accessioned2014-12-13T10:40:48Z-
dc.date.available2014-12-13T10:40:48Z-
dc.date.issued1993en_US
dc.identifier.govdocNSC82-0115-E009-386zh_TW
dc.identifier.urihttp://hdl.handle.net/11536/97810-
dc.identifier.urihttps://www.grb.gov.tw/search/planDetail?id=62752&docId=9232en_US
dc.description.abstract一般工程結構物建造於地質材料(土壤或岩石) 時,往往由於結構體本身之自重或外加之荷重,使 地質材料受壓產生變形,致使結構物造成沉陷.對 於一般岩體,因可視其為均向,均質線彈性材料,而 可以用均向線彈性力學理加以推估其沉陷量,但 對於基礎材料為具有異向特性的岩石(如砂頁岩 亙層,板岩,片岩......等),於地表彈性沉陷量或其 內之彈性變形量,則應考慮其異向性.zh_TW
dc.description.sponsorship行政院國家科學委員會zh_TW
dc.language.isozh_TWen_US
dc.subject地質材料zh_TW
dc.subject基礎材料zh_TW
dc.subject變形zh_TW
dc.subject異向性岩體zh_TW
dc.subject沈陷zh_TW
dc.subjectGeological materialen_US
dc.subjectDisplacementen_US
dc.subjectSettlementen_US
dc.subjectAnisotropic rocken_US
dc.title承受表面荷重後異向性岩體之變形分佈zh_TW
dc.typePlanen_US
dc.contributor.department交通大學土木工程研究所zh_TW
Appears in Collections:Research Plans