博碩士論文 91322005 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葉進賢zh_TW
DC.creatorJin-Sian Yeen_US
dc.date.accessioned2004-7-14T07:39:07Z
dc.date.available2004-7-14T07:39:07Z
dc.date.issued2004
dc.identifier.urihttp://ir.lib.ncu.edu.tw:444/thesis/view_etd.asp?URN=91322005
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本文研究內容主要可分成二大部份,第一部份則是對未考慮襯砌均質土層單隧道進行分析,分別考慮只加位移載重與同時考慮覆土壓、位移載重之下,討論隧道開挖時造成均質土層之相關力學行為。第二部份則是對考慮襯砌非均質土層單隧道進行分析,分別考慮大地應力平衡、加力載重時,對二維及三維問題進行分析,在三維部份則另外模擬潛盾機推進之過程,討論隧道開挖時造成非均質土層之相關力學行為。 在這二大部份中,皆考慮土壤不排水狀況,使用Mohr-Coulomb準則,對不同案例分別討論地表沉陷槽曲線、覆土壓力、凝聚力、臨界超載係數之影響趨勢,並將結果與離心機模型進行比較驗證。zh_TW
dc.description.abstractThe objective of this study can be divided into two main parts . In the first part, we do not consider lining of the homogeneous soil layer tunnel. The tunnel is excavated under the action of earth stress. In the second part, we consider lining of the nonhomogeneous soil layer tunnel. Two-dimentional and three-dimensional problems are considered under the action of earth stress and force load. In the three-dimensional part, we simulate the shield machine advancing, and the resulting mechanical behavior of the nonhomogeneous soil layer is discussed while the tunnel is excavated. In these two parts, Mohr-Coulomb plasticity criterion is used for modeling the undrained behavior of soil. We discuss the behavior in different cases, including the earth’’s surface trough, earth stress, cohesiveness , critical overload factor. The numerical results were compared with the results from centrifuge model tests.en_US
DC.subject大地應力zh_TW
DC.subject超載係數zh_TW
DC.subject潛盾機推進zh_TW
DC.subject均質土層zh_TW
DC.subject非均質土層zh_TW
DC.subject支撐力zh_TW
DC.subjectoverload factoren_US
DC.subjectshield machine advancingen_US
DC.subjectearth stressen_US
DC.subjecthomogeneous soil layeren_US
DC.subjectnonhomogeneous soil layeren_US
DC.title均質與非均質土層潛盾隧道開挖沉陷之有限元素分析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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