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http://tdr.lib.ntu.edu.tw/jspui/handle/123456789/79510完整後設資料紀錄
| DC 欄位 | 值 | 語言 |
|---|---|---|
| dc.contributor.advisor | 王泰典(Tai-Tien Wang) | |
| dc.contributor.author | You-Jie Huang | en |
| dc.contributor.author | 黃宥傑 | zh_TW |
| dc.date.accessioned | 2022-11-23T09:02:17Z | - |
| dc.date.available | 2022-10-01 | |
| dc.date.available | 2022-11-23T09:02:17Z | - |
| dc.date.copyright | 2021-11-05 | |
| dc.date.issued | 2021 | |
| dc.date.submitted | 2021-10-05 | |
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International Journal of Rock Mechanics and Mining Sciences 46(1): 115-127. 44. Zang, A. and O. Stephansson (2009). Stress field of the Earth's crust, Springer Science Business Media. 45. Zoback, M. D., et al. (2003). 'Determination of stress orientation and magnitude in deep wells.' International Journal of Rock Mechanics and Mining Sciences 40(7-8): 1049-1076. | |
| dc.identifier.uri | http://tdr.lib.ntu.edu.tw/jspui/handle/123456789/79510 | - |
| dc.description.abstract | 現地應力為地球科學、大地工程、資源工程等跨領域高度關注的資訊，不僅反映地殼受力狀況，提供地震災害研究與預測的依據，更影響地下隧道、坑室工程開挖穩定與安全，對於地球資源的開發或是廢棄物的地下存放等潛在應用，現地應力影響裂隙岩體的水力特性，因而成為近期大地資訊調查的重要課題，其中在水力破裂則為場址尺度調查現地應力常用的技術，除了鑽孔、封塞、灌注等相關技術，其調查現地應力的精準性建立在許多有關岩體條件的假設上，包括岩石材料的異向、異質性、鑽孔周圍是否存在裂隙、孔隙等，皆影響調查結果的闡釋與評估。 本研究旨在研發岩石三維水力破裂數值模擬技術，可以模擬水力破裂試驗過程注水壓力、流量曲線、岩石破裂過程，以及其受到現地應力的影響；據以探討水力破裂試驗應用於現地應力調查時受到周圍裂隙、孔隙存在以及岩質差異的影響，以為後續提出試驗結果的修正方式。本研究中數值模擬軟體為利用離散元素法(Discrete Element Method)為基礎的顆粒流軟體(Particle Flow Code)進行模擬技術的開發，物理模型試驗延續童舒暘(2020)的流程通過改變水泥砂漿配比提高滲透性進行實驗室水力破裂試驗。 研究中所開發的Neighbor Method能夠考量滲流以及破裂裂縫生衍情形並進行水力破裂試驗水壓力曲線中破裂水壓力與再開水壓力的模擬，而模擬結果中破裂水壓力隨著圍壓增加而提升以及模型中隨著軸差應力的變化裂隙有一定的規律兩者符合物理現象。 | zh_TW |
| dc.description.provenance | Made available in DSpace on 2022-11-23T09:02:17Z (GMT). No. of bitstreams: 1 U0001-0110202113403800.pdf: 5876723 bytes, checksum: 910c22fba171d6bfef4473308289cc99 (MD5) Previous issue date: 2021 | en |
| dc.description.tableofcontents | 中文摘要 英文摘要 誌謝 圖目錄 表目錄 第一章 前言 1.1 研究動機 1.2 研究目的 1.3 本文內容 第二章 文獻回顧 2.1 現地應力與最終岩石應力模型 2.2 水力破裂法 2.3 水力破裂影響因素試驗探索 2.3.1 原生裂隙分布 2.3.2 試體材料 2.4 水力破裂影響因素數值模擬 第三章 研究方法論 3.1 數值模擬 3.1.1 鍵結型式選擇 3.1.2 模擬概念 3.1.3 模型假設 3.1.4 Neighbor Method 3.2 物理模型試驗方法 3.2.1 實驗儀器 3.2.2 試體製備 3.2.3 試驗流程 第四章 結果與討論 4.1 數值模擬 4.1.1 材料性質 4.1.2 Neighbor Method 4.1.3 現地應力與注水設置 4.1.4 滲流行為模擬成果 4.1.5 均向應力條件模擬成果 4.1.6 非均向應力條件模擬結果 4.2 物理模型試驗 4.2.1 無軸向加壓 4.2.2 軸向加壓 第五章 結論與建議 5.1 數值模擬 5.2 物理模型試驗 參考文獻 附錄 口試紀錄表既回覆表 | |
| dc.language.iso | zh-TW | |
| dc.title | 三維水力破裂試驗顆粒流模擬技術開發 | zh_TW |
| dc.title | Three-Dimensional Hydraulic Fracture Test Simulation using Particle Flow Code | en |
| dc.date.schoolyear | 109-2 | |
| dc.description.degree | 碩士 | |
| dc.contributor.coadvisor | 鄭富書(Fu-Shu Jeng) | |
| dc.contributor.oralexamcommittee | 翁孟嘉(Hsin-Tsai Liu),吳建宏(Chih-Yang Tseng),葉恩肇 | |
| dc.subject.keyword | 水力破裂試驗,實驗室內水力破裂試驗,顆粒流軟體,數值模擬,現地應力,裂縫生衍, | zh_TW |
| dc.subject.keyword | Hydraulic fracture test,Hydraulic fracture test in laboratory,Particle Flow Code,Numerical simulation,In-situ stress,fracture generation, | en |
| dc.relation.page | 71 | |
| dc.identifier.doi | 10.6342/NTU202103494 | |
| dc.rights.note | 同意授權(全球公開) | |
| dc.date.accepted | 2021-10-05 | |
| dc.contributor.author-college | 工學院 | zh_TW |
| dc.contributor.author-dept | 土木工程學研究所 | zh_TW |
| 顯示於系所單位： | 土木工程學系 | |
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