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潛盾施工所導致之沉陷槽分析

Settlement Troughs over Tunnels

摘要


本文介紹沉陷槽之分析模式以及修正沉陷槽偏心之方法。此外並以台北捷運新店線CH218、CH223以及板橋線CP262標潛盾隧道施工所得資料發展適用於大台北地區T1、T2以及B2區之經驗式,使工程經驗本土化,以為後續捷運路網或其他隧道工程設計之參考。

並列摘要


A statistical approach is introduced herein for obtaining representative normal distribution curves and computing ground loss and width parameters systematically from field data. Also introduced is a scheme to correct the eccentricity of settlement troughs. Surface settlement troughs over tunnels obtained for Construction Contracts CH218, CH223 and CP262 of the Taipei Rapid Transit Systems were analyzed accordingly and, based on the results obtained, empirical relationships were established for estimating the widths of settlement troughs in the T1, T2 and B2 Zones in the Taipei Basin.

被引用紀錄


Heng, L. B. (2015). 佈署虛擬網路功能序列時的資源配置問題 [master's thesis, National Tsing Hua University]. Airiti Library. https://doi.org/10.6843/NTHU.2015.00336
Lin, W. C. (2013). 基於軟體定義網路的雲端資料中心上 網路效能和能源消耗最佳化研究 [master's thesis, National Chiao Tung University]. Airiti Library. https://doi.org/10.6842/NCTU.2013.00414
魏育暄(2013)。雙圓型潛盾地表沉陷與潛變之數值模擬分析-以機場捷運台北三重段為例〔碩士論文,國立臺北科技大學〕。華藝線上圖書館。https://doi.org/10.6841/NTUT.2013.00637
楊慕泉(2007)。潛盾隧道施工引致地表沉陷之分析探討〔碩士論文,國立臺北科技大學〕。華藝線上圖書館。https://doi.org/10.6841/NTUT.2007.00136
吳家瑋(2005)。黏土層中潛盾鑽掘引致之地表沉陷〔碩士論文,國立臺灣大學〕。華藝線上圖書館。https://doi.org/10.6342/NTU.2005.02689

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