博碩士論文 953202004 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唐大舜zh_TW
DC.creatorDa-shun Tangen_US
dc.date.accessioned2008-10-20T07:39:07Z
dc.date.available2008-10-20T07:39:07Z
dc.date.issued2008
dc.identifier.urihttp://ir.lib.ncu.edu.tw:88/thesis/view_etd.asp?URN=953202004
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本論文針對用於輔助潛盾隧道開挖之冰凍工法,考慮土壤冰凍後產生水分遷徙現象造成土壤之凍脹行為;研究中將使用分凝勢、及入流通量兩種凍脹模型進行數值模擬。分析之案例為中國南京San-Zhang隧道與雲林科技大學現地凍土試驗,以有限元素軟體ABAQUS進行數值模擬分析。依照現地狀況建立有限元素數值模型,透過溫度邊界條件的設定,模擬冰凍管的冷凍作用,並根據凍脹模型設定土層之熱學性質參數、凍脹分析相關參數。模擬之結果與現地量測資料比較,以探討模擬之成效;另外分別藉由調整凍結緣溫度、冷凍溫度、及凍土層上部覆土應力,探討各參數之變化對土壤凍脹之影響。zh_TW
dc.description.abstractThe main objective of this study is to study water migration and frost heave induced by ground freezing method applied to tunnel construction. The segregation potential method and the water inflow content method are used in the numerical simulation. Two cases are simulated, included the San-Zhang subway in Nanjing of China, and the ground freezing test in National Yunlin University of Science and Technology. The numerical analysis is performed by using ABAQUS, and considers temperature boundary conditions, thermal property parameter of soil layer, frost heave model parameter. The applicability of the numerical results is denouemented by comparing with the on-site observation of the field measurement. Further, influence factors such as the strength of freezing and overburden pressure are studied.en_US
DC.subject有限元素法zh_TW
DC.subject分凝勢zh_TW
DC.subject水分遷徙zh_TW
DC.subject土壤凍脹zh_TW
DC.subject地盤冰凍工法zh_TW
DC.subject潛盾隧道zh_TW
DC.subjecttunnelen_US
DC.subjectground freezing methoden_US
DC.subjectfrost heaveen_US
DC.subjectwater migrationen_US
DC.subjectfinite element methoden_US
DC.subjectsegregation potentialen_US
DC.title冰凍工法於隧道開挖中凍脹有限元素分析zh_TW
dc.language.isozh-TWzh-TW
DC.titleFEM simulation of frost heave with artificial ground freezing in tunnel excavationen_US
DC.type博碩士論文zh_TW
DC.typethesisen_US
DC.publisherNational Central Universityen_US

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