博碩士論文 87322039 完整後設資料紀錄

DC 欄位 語言
DC.contributor土木工程學系zh_TW
DC.creator彭德俊zh_TW
DC.creatorDe-Jing Poen_US
dc.date.accessioned2000-7-3T07:39:07Z
dc.date.available2000-7-3T07:39:07Z
dc.date.issued2000
dc.identifier.urihttp://ir.lib.ncu.edu.tw:88/thesis/view_etd.asp?URN=87322039
dc.contributor.department土木工程學系zh_TW
DC.description國立中央大學zh_TW
DC.descriptionNational Central Universityen_US
dc.description.abstract除了數值結果與離心模型試驗進行比較外,另外亦針對各項參數之影響進行研究,其中包括深徑比(C/D)與寬徑比(d/D)之影響、楊氏模數與不排水剪力強度之影響,藉由數值分析之參數控制,以補充試驗之不足。zh_TW
dc.description.abstractIn addition to the results compared with centrifuge model tests, this analysis and evaluations are also carried out following parametric study, which investigates the effect due to (C/D) ratio, (d/D) ratio, Young’s modulus and cohesion.en_US
DC.subject盾尾間隙zh_TW
DC.subject襯砌彎矩zh_TW
DC.subject盾尾間隙閉合zh_TW
DC.subject離心模型試驗zh_TW
DC.subjectshield tunnelen_US
DC.subjectmoment of tunnel liningen_US
DC.subjectclosure of tail voidsen_US
DC.subjectcentrifuge model testsen_US
DC.title黏土層中併行潛盾隧道互制現象之有限元素分析zh_TW
dc.language.isozh-TWzh-TW
DC.type博碩士論文zh_TW
DC.typethesisen_US
DC.publisherNational Central Universityen_US

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