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http://tdr.lib.ntu.edu.tw/jspui/handle/123456789/7636完整後設資料紀錄
| DC 欄位 | 值 | 語言 |
|---|---|---|
| dc.contributor.advisor | 胡明哲 | |
| dc.contributor.author | Wen-Yao Liu | en |
| dc.contributor.author | 劉文堯 | zh_TW |
| dc.date.accessioned | 2021-05-19T17:48:37Z | - |
| dc.date.available | 2023-02-23 | |
| dc.date.available | 2021-05-19T17:48:37Z | - |
| dc.date.copyright | 2018-02-23 | |
| dc.date.issued | 2018 | |
| dc.date.submitted | 2018-01-26 | |
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(2012). “Application of Long Lasting Substrate to Remediate Trichloroethylene Contaminated Groundwater.” Unpublished master’s thesis. Kaohsiung Taiwan: Institute of Environmental Engineering of National Sun Yat-sen University. 29. Incecik, M. and Ceren, I. (1995). “Cement grouting model tests.” Bulletin of The technical University of Istanbul, Vol. 48, No. 2, pp. 305-317. 30. Ioannis N. M., Dimitrios N. C., Basil K. P., (2015). “Penetrability of microfine cement grouts: experimental investigation and fuzzy regression modeling.” Canadian Geotechnical Journal, Vol. 52, No. 7, pp. 868-882. https://doi.org/10.1139/cgj-2013-0297. 31. Ishihara, K., (1993). “Liquefaction and flow failure during earthquakes.” Geotechnique, ICE, Vol. 43, No. 3, pp: 629-644. DOI: 10.1680/geot.1993.43.3.351. 32. Jan, C. D., Kuo, F. H., and Chang, L. Y. (2011). “An experimental study on the time-dependent rheological parameters for kaolin slurries.” Journal of Chinese Soil and Water Conservation, CSWCS, Vol. 42, No. 3, pp. 196-206. 33. Jian, H. Y. and Kao, C. M. (2009). “Use of In-situ Bioremediation to Treat Trichloroethylene Contaminated Groundwater.” Unpublished doctoral dissertation. Kaohsiung Taiwan: Institute of Environmental Engineering of National Sun Yat-sen University. 34. Jung, Y., Coulibaly, K. M., and Borden, R. C. (2006). 'Transport of edible oil emulsions in clayey sands: 3D sandbox results and model validation.' Journal of Hydrologic Engineering, ASCE, Vol. 11, No. 3, pp. 238-244. DOI: 10.1061/(ASCE)1084-0699(2006)11:3(238). 35. Kao, C. M., Chen, S. C., Wang, J. Y., Chen, Y. L., and Lee, S. Z. (2003). “Remediation of PCE-contaminated aquifer by an in situ two-layer bio-barrier: laboratory batch and column studies.” Water Research, Elsevier, Vol. 37, No. 1, pp. 27–38. DOI: 10.1016/S0043-1354(02)00254-3. 36. Kim, G. 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(2005) “Effect of Grain Size and Distribution on Permeability and Mechanical Behavior of Acrylamide Grouted Sand.” Journal of Geotechnical and Geoenvironmental Engineering, ASCE, Vol. 131, No. 12, pp.1457-1465. DOI: 10.1061/(ASCE)1090-0241(2005)131:12(1457). 50. Perret, S., Khayat, K. H., Gagnon, E., and Rhazi, J. (2002). “Repair of 130-year old masonry bridge using high-performance cement grout.” Journal of Bridge Engineering, ASCE, Vol. 7, No. 1, pp. 31-38. DOI: 10.1061/(ASCE)1084-0702(2002)7:1(31). 51. Rangeard, D., Phan, P. T., Martinez, J., and Lambert, S., (2016). “Mechanical Behavior of Fine-Grained Soil Reinforced by Sand Columns: An Experimental Laboratory Study.” Geotechnical Testing Journal, ASTM, Vol. 39, No. 4, 2016, pp. 648-657. DOI: 10.1520/GTJ20150152. 52. Saiyouri, N., Bouasker, M., and Khelidj, A. (2008). “Gas Permeability Measurement on Injected Soils with Cement Grout.” Cement and Concrete Research, Elsevier, Vol. 38, No.1, pp.95-103. DOI: 10.1016/j.cemconres.2007.08.015. 53. Schwarz, L.G. and Chirumalla, M. (2007). “Effect of injection pressure on permeability and strength of microfine cement grouted sand.” Grouting for Ground Improvement: GSP 168 Geo-Denver 2007: New Peaks in Geotechniques. 54. Sze, K. L. and Fan, J. C. (2008). “A Study on Permeation Grouting and Quantity of Injection with Microfine Cement Grout.” Unpublished master’s thesis. Taipei, Taiwan. Graduate Institute of Bioenvironmental Systems Engineering of Nation Taiwan University. 55. Tekin, E. and Akbas, S. O. (2011). 'Artificial neural networks approach for estimating the groutability of granular soils with cement-basis grouts.' Bulletin of Engineering Geology and the Environment, IAEG, Vol. 70, No. 1, pp. 153-161. DOI: 10.1007/s10064-010-0295-x. 56. Terzaghi, K. and Peck, R.B. (1948), “Soil Mechanics in Engineering Practice”, 1st edition, John Wiley ＆ Sons, Inc, N.Y. 57. Zebovitz, S., Krizek, R. J., and Atmatzidis, D. K. (1989). “Injection of fine sands with very fine cement grout.” Journal of Geotechnical Engineering, ASCE, Vol. 155, No. 12, pp. 1717-1733. DOI: 10.1061/(ASCE)0733-9410(1989)115:12(1717). | |
| dc.identifier.uri | http://tdr.lib.ntu.edu.tw/jspui/handle/123456789/7636 | - |
| dc.description.abstract | 本研究設計模擬滲透灌漿技術之實驗室設備進行試驗砂柱之灌注試驗，以渥太華標準砂依不同比例配製成8種不同粒徑分佈之試驗砂柱，再以市面上常用之3種不同基質進行灌注。由灌注試驗結果顯示，當試驗砂粒徑越大、基質黏滯度越小，則灌注效果越好；若試驗砂含5%以上之細料則對灌注結果有明顯影響。
36組滲透灌注試驗結果以Spearman等級相關係數計算及參數廻歸，得到試驗砂有效粒徑(D10)與基質黏滯度(μ)對灌注高度、灌注時間及流失率之關係式。研究結果對於擬應用滲透灌漿技術於地下水現地生物整治，在現場進行中細砂地層基質灌注試驗提供可預測性之灌注結果。 | zh_TW |
| dc.description.abstract | This study design the sand column tests in the laboratory to evaluate permeability and efficiency of substrates by using permeation grouting technology. The results show, the coarser the test sand and the lower the substrates viscosity, the better the grouting effect. If more than 5% fines added will affect the grouting results significantly. Spearman’s rank correlation coefficient and stepwise regression method were applied to analysis 36 sets of sand columns testing results. The relationships among the effective size of test sand (D10), the viscosity of substrates (μ)and grouting height, grouting time, grouting rate and outflow rate were obtained. The results of this study might be helpful for applying the permeation grouting technology to remedy the contaminated groundwater in the field. | en |
| dc.description.provenance | Made available in DSpace on 2021-05-19T17:48:37Z (GMT). No. of bitstreams: 1 ntu-107-D00622003-1.pdf: 3913107 bytes, checksum: f5fa25669185a55ee7374dc468f60ce4 (MD5) Previous issue date: 2018 | en |
| dc.description.tableofcontents | 口試委員會審定書 I
謝誌 II 摘要 III Abstract IV 圖目錄 VIII 表目錄 XI 第一章 前言 1 第二章 文獻回顧 3 2.1 滲透灌漿工法 3 2.1.1 灌漿材料的選擇 7 2.1.2 室內滲透灌漿試驗 9 2.1.3滲透灌漿方式 14 2.2 滲透灌漿可灌性評估方法 18 2.3現地生物整治技術 24 2.3.1生物整治技術原理與反應機制 24 2.3.2常見市售生物基質 27 2.3.3常用之基質注入工法 29 2.4砂柱試體製作與準備 31 2.5基質管柱滲透試驗 32 第三章 研究方法 34 3.1 試驗材料 34 3.1.1 試驗砂及其性質 34 3.1.2 試驗砂土基本性質試驗 36 3.1.3 基質材料及其性質 39 3.1.4 試驗砂柱使用之濾材 42 3.2 滲透灌注管柱試驗 43 3.2.1灌注試驗設計 43 3.2.2滲透灌漿模擬試驗設備 45 3.3滲透灌漿模擬試驗步驟 50 第四章 結果與討論.……………………………………………………..56 4.1基質於砂柱試體中之滲透性試驗 56 4.1.1滲透性試驗之結果 56 4.1.2滲透性試驗之綜合討論 58 4.2基質於砂柱試體中之持續性試驗 60 4.2.1重量烘乾濃度之結果 60 4.2.3 試體中殘留率之結果 62 4.3 試驗砂及基質特性與灌注結果關係式分析 65 第五章 結論與建議 71 5.1結論……. 71 5.2建議……. 72 第六章 參考文獻 75 附錄A 滲透灌漿模擬砂柱試驗結果 80 | |
| dc.language.iso | zh-TW | |
| dc.title | 應用滲透灌漿技術於地下水現地生物整治基質注入之研究 | zh_TW |
| dc.title | The Study of Applying Permeation Grouting Technology for Substrates Injection of In-situ Groundwater Bioremediation | en |
| dc.type | Thesis | |
| dc.date.schoolyear | 106-1 | |
| dc.description.degree | 博士 | |
| dc.contributor.coadvisor | 范正成 | |
| dc.contributor.oralexamcommittee | 張尊國,李達源,高志明,林宏達 | |
| dc.subject.keyword | 滲透灌漿,基質,滲透性,地下水生物整治, | zh_TW |
| dc.subject.keyword | Permeation grouting,Substrate,Permeability,Groundwater bioremediation, | en |
| dc.relation.page | 99 | |
| dc.identifier.doi | 10.6342/NTU201800181 | |
| dc.rights.note | 同意授權(全球公開) | |
| dc.date.accepted | 2018-01-26 | |
| dc.contributor.author-college | 生物資源暨農學院 | zh_TW |
| dc.contributor.author-dept | 生物環境系統工程學研究所 | zh_TW |
| 顯示於系所單位： | 生物環境系統工程學系 | |
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