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完整後設資料紀錄
DC 欄位 | 值 | 語言 |
---|---|---|
dc.contributor.advisor | 卿建業 | zh_TW |
dc.contributor.advisor | Jian-Ye Ching | en |
dc.contributor.author | 李宜庭 | zh_TW |
dc.contributor.author | Yi-Ting Li | en |
dc.date.accessioned | 2023-08-15T16:44:47Z | - |
dc.date.available | 2023-11-10 | - |
dc.date.copyright | 2023-08-15 | - |
dc.date.issued | 2023 | - |
dc.date.submitted | 2023-07-14 | - |
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Kyfor, Z., Schnore, A., Carlo, T., & Baily, P. (1992). Static testing of deep foundations. final report. No. FHWA-SA-91-042. Liao, S. S., & Whitman, R. V. (1986). Overburden correction factors for SPT in sand. Journal of Geotechnical Engineering, 112(3), 373-377. Martins, F., & Martins, J. (1989). CPT and pile tests in granitic residual soils. In Congrès international de mécanique des sols et des travaux de fondations. 12, 529-531. Mayne, P., & Harris, D. (1993). Axial Load-Displacement Behavior of Drilled Shaft Foundations in Piedmont Residuum. FHWA Reference No. 41-30, 2175. Mayne, P. W., & Schneider, J. A. (2001). Evaluating axial drilled shaft response by seismic cone. In Foundations and Ground Improvement, 655-669. ASCE. Meyerhof, G. (1956). Penetration tests and bearing capacity of cohesionless soils. Journal of the Soil Mechanics and Foundations Division, 82(1), 866-861-866-819. Meyerhof, G. G. (1976). Bearing capacity and settlement of pile foundations. 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Axial response analysis of single pile based on SCPTu test. In 2011 International Conference on Electric Technology and Civil Engineering (ICETCE), 2012-2015. IEEE. Yukang, H., & Qiang-Hua, C. (1985). Load transfer behavior of bored piles. In Selected Papers from the Chinese Journal of Geotechnical Engineering—1985, 101-112. ASCE. Zein, A. K. M., & Ayoub, E. M. (2016). A study on the Axial Capacity of Bored piles and Correlations with SPT and CPT Data. Journal of Building and Road Research, 13(1). 吳偉特。(1987)。樁載重試驗。地工技術雜誌,18期,76-80。 | - |
dc.identifier.uri | http://tdr.lib.ntu.edu.tw/jspui/handle/123456789/88538 | - |
dc.description.abstract | 鑽掘樁設計中,過往的設計方法在使用上會受特定土壤參數限制,若缺少其一參數,就必須透過假設才能完成,使用上也可能受土層種類及地區特性的影響,無法被全面性得使用。本研究將蒐集世界各地場址之資訊,集結成全球資料庫,基於這些真實數據作分析,避免過多的假設,建立多變數機率分布模型,針對鑽掘樁的極限承載力與軸向載重下之加載行為進行預測。
透過文獻回顧,了解並蒐集影響鑽掘樁垂直加載行為的相關參數,建立一個全球資料庫,篩選最有探討性的參數,包含:(1)鑽掘樁長(L);(2)鑽掘樁徑(B);(3)極限承載力(q_ult);(4)SPT-N於樁底之值(N_1B);(5)SPT-N於樁身之值(N_sleeve);(6)CPT-qc於樁底之值(qc_1B);(7)CPT-qc於樁身之值(qc_sleeve);(8)雙曲線擬合參數(a);(9)雙曲線擬合參數(b) 資料庫為多變數機率分布,為了建置多變數機率模型,首先利用Johnson分布系統將各參數轉換至標準常態空間,接著利用吉普斯取樣法(Gibbs sampler)、共軛先驗(conjugate prior)及階段式貝氏模型(hierarchical Bayesian model, HBM)中的學習階段填補資料庫中空缺的資料,同時訓練出掌控資料庫的超參數。在階段式貝氏模型的推估階段,藉由學習階段所得到的超參數,加入目標現地的已知資訊更新後驗機率分布函數,便可以進行鑽掘樁極限承載力及加載行為的預測與評估,在可靠度的觀念下更加準確得進行設計。 | zh_TW |
dc.description.abstract | In drilled shaft design, traditional design methods are limited by specific soil parameters. If any of these parameters are missing, we need to make some assumptions to do the design. Furthermore, the use of these methods may also be influenced by the soil types and local characteristics. This study aims to collect information from sites around the world and build a global database. The study will use the real data to establish a multivariate probability distribution model to predict the ultimate bearing capacity and the behavior of drilled shafts under axial loading.
The most influential parameters are selected, including: (1) pile length (L);(2) pile diameter (B);(3) ultimate bearing capacity (q_ult);(4) SPT-N tip value (N_1B);(5) SPT-N side value (N_sleeve);(6) CPT-qc tip value (qc_1B);(7) CPT-qc side value (qc_sleeve);(8) hyperbolic parameter (a);(9) hyperbolic parameter (b) To build the multivariate probability distribution model, the parameters are transformed to the standard normal distribution by using the Johnson distribution system. Apply Gibbs sampler, conjugate prior, and hierarchical Bayesian model (HBM) to fill in missing data and output the hyperparameters in learning stage. In inference stage, input the hyper-parameters and target site information to make the prediction of ultimate bearing capacity and the loading behavior of drilled shafts. | en |
dc.description.provenance | Submitted by admin ntu (admin@lib.ntu.edu.tw) on 2023-08-15T16:44:47Z No. of bitstreams: 0 | en |
dc.description.provenance | Made available in DSpace on 2023-08-15T16:44:47Z (GMT). No. of bitstreams: 0 | en |
dc.description.tableofcontents | 致謝 i
摘要 ii Abstract iii 目錄 iv 圖目錄 vii 表目錄 xi 第一章 前言 1 1.1 研究背景與動機 1 1.2 研究方法 2 1.3 研究流程 3 1.4 本文內容 4 第二章 文獻回顧 5 2.1 樁基礎加載行為 5 2.1.1 鑽掘樁軸向載重曲線形式 5 2.1.2 Davisson offset limit 6 2.1.3 雙曲線模型 9 2.2 圓錐貫入試驗及其設計方法 9 2.2.1 圓錐貫入試驗(Cone Penetration Test, CPT) 9 2.2.2 CPT-Based Method 10 2.2.3 Schmertmann Method 10 2.2.4 Laboratoire des Ponts Chanssees (LPC) Method 13 2.2.5 Gwizdala Method 13 2.2.6 Meyerhof Method 15 2.2.7 Tumay and Fakhroo Method 15 2.2.8 Eslami and Fellenius Method 15 2.3 標準貫入試驗及其設計方法 17 2.3.1 標準貫入試驗(Standard Penetration Test, SPT) 17 2.3.2 SPT-Based Method 19 2.4 SPT-N值與CPT-qc值之關係 21 2.5 階段式貝式模型(Hierarchical Bayesian Model)的應用 23 第三章 資料庫 24 3.1 資料庫介紹 24 3.2 蒐集資料之方法 28 3.3 檢驗資料庫 28 3.4 本研究資料庫資料與前人模型之對比 28 第四章 多變數機率分布模型建置與模擬 35 4.1 前言 35 4.2 Johnson分布系統 36 4.3 階段式貝氏模型 (hierarchical Bayesian model, HBM) 45 4.3.1 貝氏分析 (Bayesian analysis) 45 4.3.2 階段式貝氏模型 (hierarchical Bayesian model, HBM) 45 4.4 共軛先驗 (conjugate prior) 與吉普森取樣法 (Gibbs sampler) 47 4.4.1 共軛先驗 (conjugate prior) 47 4.4.2 吉普森取樣法 (Gibbs sampler) 50 4.5 模擬結果 54 第五章 現地案例預測及驗證 58 5.1 案例一 59 5.2 案例二 69 5.3 案例三 81 第六章 結論與未來建議 94 6.1 結論 94 6.2 未來建議 95 參考文獻 96 附錄 103 | - |
dc.language.iso | zh_TW | - |
dc.title | 以數據分析方法預測鑽掘樁於軸向載重下之行為 | zh_TW |
dc.title | Data Analysis Method for Predicting the Behavior of Drilled Shafts under Axial Loading | en |
dc.type | Thesis | - |
dc.date.schoolyear | 111-2 | - |
dc.description.degree | 碩士 | - |
dc.contributor.oralexamcommittee | 劉家男;王瑞斌 | zh_TW |
dc.contributor.oralexamcommittee | Chia-Nan Liu;Jui-Pin Wang | en |
dc.subject.keyword | 數據分析,鑽掘樁,極限承載力,軸向載重,全球資料庫,多變數機率分布模型,階段式貝氏模型,超參數, | zh_TW |
dc.subject.keyword | data analysis,drilled shafts,ultimate bearing capacity,axial loading,global database,multivariate probability distribution model,hierarchical Bayesian model,hyper-parameters, | en |
dc.relation.page | 125 | - |
dc.identifier.doi | 10.6342/NTU202301501 | - |
dc.rights.note | 未授權 | - |
dc.date.accepted | 2023-07-17 | - |
dc.contributor.author-college | 工學院 | - |
dc.contributor.author-dept | 土木工程學系 | - |
顯示於系所單位: | 土木工程學系 |
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