博碩士論文 89322005 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李金芳zh_TW
DC.creatorChin-Fang Leeen_US
dc.date.accessioned2002-7-5T07:39:07Z
dc.date.available2002-7-5T07:39:07Z
dc.date.issued2002
dc.identifier.urihttp://ir.lib.ncu.edu.tw:88/thesis/view_etd.asp?URN=89322005
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隧道工程在進行開挖時,對於路面交通的影響頗大,因此在開挖時,若採用潛盾工法將會減少對路面交通之影響。本研究使用有限元素法,針對潛盾隧道開挖,所造成之地表沉陷進行分析。本文分別對於單隧道與雙隧道進行探討;單隧道是採三向度的分析,分析內容為潛盾開挖對地表沉陷之影響,並就其深徑比(C/D)、未襯砌長度、與隧道直徑比(P/D)等參數之影響進行研究;而雙隧道方面則是採二向度平面應變分析,觀察雙隧道中之新挖隧道,在盾尾間隙閉合時,所造成地表沉陷的影響。 本研究之分析係以ABAQUS有限元素分析程式作為數值計算工具。並將數值分析結果與離心試驗結果比較,藉由對照離心試驗以驗證數值分析模型的正確性。zh_TW
dc.description.abstractTunneling affects the traffic over the ground significantly .In order to reduce the influence under construction of tunneling , we can used shield machine tunneling method comprehensively . In this study , finite element method is applied to analyze the influence on surface settlement caused by shield tunneling in soft clay. In this research , we study single and dual tunneling problems separately .Under three-dimension condition , single tunneling problems investigate the effect of surface settlement due to shield tunneling , (C/D) ratio ,and (P/D) ratio . Under two-dimension condition , dual tunneling problem investigate the effect of surface settlement due to shield tunneling ,and (C/D) ratio . The numerical results using code ABAQUS were compared with the results from centrifuge model tests.en_US
DC.subject地表沉陷zh_TW
DC.subject未襯砌長度zh_TW
DC.subject盾尾間隙閉合zh_TW
DC.subject盾尾間隙zh_TW
DC.subjectsurface settlementen_US
DC.subjectunlined lengthen_US
DC.subjectclosure of tail voidsen_US
DC.subjectshield tunnelen_US
DC.title黏土層中潛盾隧道開挖沉陷之有限元素分析zh_TW
dc.language.isozh-TWzh-TW
DC.titleFinite element analysis of settlement caused by shield machine tunneling in soft clayen_US
DC.type博碩士論文zh_TW
DC.typethesisen_US
DC.publisherNational Central Universityen_US

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