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研究生: 林幸湲
Sing-Yuan Lin
論文名稱: 以大數據評估深開挖引致之地盤位移
Prediction of ground displacement induced by deep excavation with big data
指導教授: 鄧福宸
Fu-Chen Teng
口試委員: 歐章煜
Chang-Yu Ou
卿建業
Jian-Ye Ching
賴建名
Chien-Ming Lai
學位類別: 碩士
Master
系所名稱: 工程學院 - 營建工程系
Department of Civil and Construction Engineering
論文出版年: 2022
畢業學年度: 110
語文別: 中文
論文頁數: 162
中文關鍵詞: 深開挖開挖引致地盤位移預估大數據
外文關鍵詞: deep excavation, Prediction of ground displacement induced by deep excavation, big data
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  • 快速評估開挖引致之地盤位移,向來是都會區地下工程開挖的重要議題。從過往至今,台灣持續有許多不同規模的工程在施作,隨著公共建設之興建與鄰房保護之重視,地下工程使用輔助工法也日益增加。評估方法除了藉由經驗公式、數值分析、簡化評估法外,近年的大數據分析亦可作為快速評估之方法。由於工程案例特性及位置各有不同,工程人員對於地區開挖工程特性之敏感度不盡相同,為了讓工程師在時間成本與初期現地調查有限的情況下,有更便利之設計參考,本文針對都會區開挖,收集過去珍貴的案例,將資料彙整並建立資料庫,建立簡化評估方法以及搜尋應用方法,同時結合國外已發表之案例,以大數據分析探討不同開挖特性下造成之壁體變位。最終提供一線上平台,以大台北地區工址距離搜尋與計算模式為主軸應用,預估開挖後之壁體變位以及查詢鄰近地區輔助工法之設計,供日後工程師作為初步設計之參考,進而達到經驗傳承之理想。


    How to quickly evaluate the displacement caused by excavation has been an important issue in the urban underground engineering. In addition to using empirical formulas, numerical analysis, and simplified evaluation methods, we can also use big data and similarity theory as the evaluation methods. From past to present, many different scales of construction have been done in Taiwan. Since the soil characteristics are different from case to case, many engineers have different sensitivities to excavation characteristics in different areas. In order to give engineers a more convenient evaluation method, we focus on urban area and collects many cases in Taiwan to create a database. Then combine the data with published cases in other countries, and discuss the wall displacement in different excavation characteristics. In the end, we provide an online platform, with the Taipei area distance search by sites as the main application, and use it to estimate the wall displacement after excavation and search for the design of auxiliary construction methods in the adjacent areas. Through our online platform, engineers can predict the wall displacement, which can be a reference for preliminary design in the future. We will achieve the ideal of experience inheritance in this way.

    摘要 II Abstract III 致謝 VI 目錄 VIII 圖目錄 X 表目錄 XIV 符號索引 XV 第一章 前言 1 1.1 研究動機與目的 1 1.2 研究內容與架構 2 第二章 文獻回顧 4 2.1 深開挖工程特性 4 2.1.1 開挖引致擋土壁變形行為 4 2.1.2 擋土壁變形之影響因素 6 2.2 開挖引致擋土壁變形之預估 10 2.2.1 預估擋土壁位移之簡化公式 10 2.2.2 多變數機率分布模型 14 2.2.3 反算分析 16 2.2.4 小結 18 第三章 案例收集及相關影響因子說明 19 3.1 案例介紹與分布情況 19 3.2 開挖相關參數說明與資料庫之建置 22 3.2.1 開挖相關影響因子說明與修正 23 3.3 開挖相關影響因子分布與關聯性 35 3.4 參數比對結果與討論 50 第四章 開挖引致地盤位移之快速評估方法 51 4.1 簡化公式 52 4.2 工址距離權重法 54 4.3 開挖特徵相似性比對法 58 第五章 預測結果探討 61 5.1 測試案例介紹 61 5.2 簡化公式之測試結果 67 5.3 工址距離權重法之測試結果 72 5.4 開挖特徵相似性比對法之測試結果 78 5.5 預估結果比對與討論 101 第六章 開挖引致地盤位移之預測平台 109 6.1 網頁架設與介面說明 109 6.1.1 網頁基本使用說明 110 6.1.2 開挖引致地盤位移之預估 112 6.1.3 鄰近案例輔助工法之查詢 114 第七章 結論與建議 115 7.1 結論 115 7.2 建議 116 參考文獻 118 附錄-開挖特徵相似性比對法預估結果頻率直方圖 121

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    無法下載圖示 全文公開日期 2025/09/27 (校內網路)
    全文公開日期 2025/09/27 (校外網路)
    全文公開日期 2025/09/27 (國家圖書館:臺灣博碩士論文系統)
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