低放處置場工程障壁之溶出失鈣及劣化敏感度分析

以作者查詢圖書館館藏

、以作者查詢臺灣博碩士

、以作者查詢全國書目

、勘誤回報

、線上人數：31

、訪客IP：3.135.202.38

姓名

邱怡瑄(I-Hsuan Chiu) 查詢紙本館藏

畢業系所

土木工程學系

論文名稱

低放處置場工程障壁之溶出失鈣及劣化敏感度分析
(Effects of leaching on cementitious material as barrier and parameter sensitivity analysis for low-level radioactive waste disposal)

相關論文

★ 電弧爐氧化碴特性及取代混凝土粗骨材之成效研究	★ 路基土壤回彈模數試驗系統量測不確定度與永久變形行為探討
★ 工業廢棄物再利用於營建工程粒料策略之研究	★ 以鹼活化技術資源化電弧爐煉鋼還原碴之研究
★ 以知識本體技術與探勘方法探討台北都會區道路工程與管理系統之研究	★ 電弧爐煉鋼爐碴特性及取代混凝土粗骨材之研究
★ 三維有限元素應用於柔性鋪面之非線性分析	★ 放射性廢料處置場緩衝材料之力學性質
★ 放射性廢料深層處置場填封用薄漿之流變性與耐久性研究	★ 路基土壤受反覆載重作用之累積永久變形研究
★ 還原碴取代部份水泥之研究	★ 路基土壤反覆載重下之回彈與塑性行為及模式建構
★ 重載交通荷重對路面損壞分析模式之建立	★ 鹼活化電弧爐還原碴之水化反應特性
★ 電弧爐氧化碴為混凝土骨材之可行性研究	★ 鹼活化還原碴漿體收縮及抑制方法之研究

檔案

[Endnote RIS 格式]

[Bibtex 格式]

[相關文章]

[文章引用]

[完整記錄]

[館藏目錄]

至系統瀏覽論文 ( 永不開放)

摘要(中)

低放射性廢棄物處置場工程障壁主體由混凝土構成，由於台灣處於四面環海環境下，使得低放射性廢棄物處置場可能遭受外在環境各種元素的侵蝕，處置場障壁長期處於此服務環境下，可能對混凝土造成劣化甚至影響其耐久性。
本研究主要探討混凝土材料受溶出失鈣效應，利用水泥基材分別製作水泥漿、水泥砂漿及混凝土試體，針對不同環境探討環境變化下混凝土材料受溶出失鈣之影響，以純水及人工海水浸泡混凝土試體模擬不同環境情況下失鈣情形，並以硝酸銨溶液模擬加速失鈣劣化。試驗結果得知（1）利用SEM-EDS測量各配比不同深度鈣矽比，混凝土試體在硝酸銨溶液中的抵抗溶出失鈣效應較優於水泥漿及水泥砂漿試體；（2）隨著試體曝露時間增加，水泥基材料之容積比重降低，顯示其受溶出失鈣導致孔隙增加；（3）由微觀分析結果顯示，水泥漿試體浸泡硝酸銨溶液後會加速溶出氫氧化鈣，造成試體表面之重量嚴重損失，由熱重分析試驗、X光繞射分析試驗所觀測之水泥漿試體皆顯示鈣含量隨深度增加而降低。
運用美國國家標準署4SIGHT程式模擬各參數對於混凝土劣化之影響，由參數敏感度分析結果顯示，組成因子、水灰比及卜作嵐材料用量等混凝土材料參數對於抵抗環境離子的入侵有相當重要的影響，且可以組成因子評估各混凝土材料參數的重要程度。此外，混凝土障壁在多種劣化機制共同作用下，將會加速環境離子的入侵速率，而影響工程障壁的服務年限。

摘要(英)

The barrier for low-level radioactive wastes disposal structures calls for the use of concrete. Taiwan is surrounded by marine environment where low-level radioactive waste disposal sites may be subject to intrusion of various elements from the external environment. When the disposal sites are exposed to such condition, it may cause concrete deterioration and reduces its durability.
This study focuses on the effect of leaching of concrete as simulated in the laboratory to assess the durability in long term use of concrete materials. The basic mixture for cements, mortar and concrete were used to produce test specimens that were exposed to different conditions such as pure water and artificial salt water to simulate calcium loss under different circumstances. The possible mechanism and potential influence of calcium loss and concrete durability were then carefully examined.
The results of the extensive laboratory experiments had shown that : (1) concrete materials has better resistance against calcium leaching in ammonium nitrate compared to cement mortar and cement when SEM-EDS measurement on the Ca/Si ratio were used. (2) The increase in duration of exposure of cement mortars resulted in the increase in porosity of the specimen and resulted in the decrease of bulk density. (3) Microstructural observation showed that mortar samples in ammonium nitrate solution experience accelerated leaching of Ca(OH)2, resulting in the severe deterioration of the surface of the specimen. The use of thermogravimetric analysis and X-ray diffraction analyses shows that the calcium content of the cement specimen decreases with depth.
Using the 4SIGHT program developed by NIST, the effects of the concrete deterioration were also evaluated. Parameter sensitivity analysis result had shown that formation factor, the water cement ratio and pozolanic material usage were essential in the resistance to chloride ions intrusion; it is also considered as an important formation factor in estimating the concrete material parameter. In addition, the concrete barriers would buckle under joint degradation mechanism, which would speed up the chloride intrusion rate, thus affecting the service life of the concrete barrier.

關鍵字(中)

★ 低放射性廢棄物處置場
★ 混凝土障壁
★ 失鈣劣化

關鍵字(英)

★ low-level radioactive wastes
★ concrete barrier
★ leaching

論文目次

第一章緒論 1
1.1 研究動機 1
1.2 研究目的 2
1.3 研究內容 3
第二章文獻回顧 5
2.1 低放射性廢棄物 5
2.1.1 低放性廢棄物來源 5
2.1.2 低放射性廢棄物處置 6
2.2 混凝土耐久性 10
2.2.1 混凝土耐久性之定義 10
2.2.2 物理性侵蝕 10
2.2.3 化學性侵蝕 12
2.3 溶出失鈣劣化 23
2.3.1 失鈣劣化之過程與機理 23
2.3.2 失鈣劣化對內部結構的影響 25
2.3.3 影響水泥漿體溶出劣化之因素 26
2.3.4 失鈣劣化深度 28
2.3.5 劣化深度預測模式 29
2.4 混凝土服務年限的預估方法 32
2.5 4SIGHT概述 35
第三章實驗計劃 41
3.1 實驗材料 41
3.2 主要實驗設備 45
3.3 實驗內容與方法 50
3.3.1 實驗流程 50
3.3.2 實驗變數 51
3.3.3 實驗方法 56
第四章結果與討論 62
4.1 掃描式顯微鏡SEM之能量分散光譜儀EDS分析 63
4.1.1各水泥基材在不同溶出環境中SEM-EDS分析 63
4.2 容積比重 90
4.2.1各水泥基材在不同溶出環境中對於容積比重之影響 90
4.3 微觀分析 102
4.3.1 熱重分析(TGA) 102
4.3.2 X光繞射分析（XRD） 108
第五章劣化模式敏感度分析 110
5.1 參數敏感度分析 110
5.2氯離子侵入剖面之參數分析 116
5.2.1 混凝土性質參數 116
5.2.2 水泥性質參數 124
5.2.3 邊界條件參數 126
5.2.4 混凝土厚度參數 135
5.3 溶出失鈣分析 140
5.4 小結 142
第六章結論與建議 144
6.1 結論 144
6.2 建議 147
參考文獻 148

參考文獻

行政院原子能委員會，http://www.aec.gov.tw (2006) 。
王櫻茂，「混凝土結構物的耐久性系列-鹼骨材反應（I）中性化（II）」，國立成功大學土木結構材料試驗室，台南（2000）
王櫻茂、吳振成、楊宏儀、田永銘、陳裕新，「台灣地區鹼-骨材反應特性之研究」，行政院國科會專題研究報告，NSC78-0410-E006-20（1989）。
王韡蒨，「台灣地區活性粒料之檢測方法研究」，碩士論文，國立中央大學土木工程研究所，中壢（2003）。
李明君，李釗，「使用飛灰等掺料製作高強度混凝土之探討」，應用礦物掺料提升混凝土品質，台灣營建研究院（1999）。
曾子彥，「以浸泡方式加速混凝土中性化反應之研究」，碩士論文，國立成功大學土木工程研究所，台南（2003）。
黃兆龍，「混凝土性質及行為」，詹氏書局 (1999)。
黃兆龍，「高性能混凝土理論與實務」，詹氏書局 (2003)。
潘奕銘，「低放射性廢棄物處置場混凝土障壁材料溶出劣化效應評估」，碩士論文，國立中央大學土木工程研究所，中壢（2007）。
盧秉瑋，「混凝土工程障壁之氯離子及失鈣劣化行為」，碩士論文，國立中央大學土木工程研究所，中壢（2006）。
4SIGHT (URL)：http://ciks.cbt.nist.gov/4sight
Andrade, C., Martinez, I., Castellote, M. and Zuloaga, P. (2006), “Some principles of service life calculation of reinforcements and in situ corrosion monitoring by sensors in the radioactive waste containers of El Cabril disposal (Spain), ” Journal of Nuclear Materials, Vol. 358, pp. 82-95.
Alonso, C., Castellote, M., Llorente, I. and Andrade, C. (2006), “Ground water leaching resistance of high and ultra high performance concretes in relation to the testing convection regime, ” Cement and Concrete Research , Vol. 36, pp. 1583-1594.
Bai, J., Wild, S. and Sabir, B.B. (2003), “Chloride ingress and strength loss in concrete with different PC-PFA-MK binder compositions exposed to synthetic seawater, ” Cement and Concrete Research , Vol. 33, pp. 353-362.
Bentz, D.P. (2007), “A virtual rapid chloride permeability test, ” Cement and Concrete Composites, Vol. 29, pp. 723-731.
Bentz, D.P., Garboczi, E.J. (1992), “Modelling the leaching of calcium hydroride from cement paste: Effects on pore space percolation and diffusivity, ” Materials and Structures, Vol. 25, pp. 523-533.
Carde, C., Francois, R. and Torrenti, J.M. (1996), “Leaching of both calcium hydroxide and C-S-H from cement paste: Modeling the mechanical behavior, ” Cement and Concrete Research, Vol. 26, pp. 1257-1268.
Carde, C. and Francois, R.(1997), “Effect of the Leaching of Calcium Hydroxide Cement Paste on Mechanical and Physical Properties,” Cement and Concrete Research, Vol. 27, No. 4, pp. 539-550.
Carde, C. and Francois, R. (1999), “Modelling the Loss Strength and Porosity Increase due to the Leaching of Cement Pastes,” Cement and Concrete Composities, Vol. 21, pp. 181-188.
Flatt, R. J. (2004), “Dispersion force in cement suspension, ” Cement and Concrete Research, Vol. 34, pp. 399-408.
Haga, K., Sutou, S., Hironaga, M., Tanaka, S. and Nagasaki, S. (2004), “Effect of porosity on leaching of Ca from hardened ordinary Portland cement paste, ” Cement and Concrete Research, Vol. 35, pp. 1764-1775.
Heukamp, F.H., Ulm, F.J. and Germaine, J.T. (2001), “Mechanical properties of calcium-leached cement pastes Triaxial stress states and the influence of the pore pressures, ” Cement and Concrete Research , Vol. 31, pp. 767-774.
Kamali, S., Gerard, B. and Moranville, M. (2003),“Modelling the leaching kinetics of cement-based materials－influence of materials and environment, ” Cement and Concrete Composities, Vol. 25, pp. 451-458.
Lagerblad, B. (2001), “Leaching performance of concrete base on studies of samples from old concrete constructions, ” Swedish Cement and Concrete Research Institute.
Marchand, J., Bentz, D.P., Samson, E. and Maltais, Y. (2001), “Influence of Calcium Hydroxide Dissolution on the Transport Properties of Hydrated Cement Systems, ” Materials Science of Concrete, 11. 113-129.
Metha, P.K. (1986), Concrete Structure Properties and Materials, Prentice-Hall, Inc., Englewood Cliffs, New Jersey, U.S.A.
Saito, H. and Nakane, S. (1999), “Comparison between diffusion test and electrochemical acceleration test for leaching degradation of cement hydration products, ” ACI Mater J 96 (2) 208-211.
Saito, H. and Deguchi, A. (2000), “Leaching tests on different mortars using accelerated electrochemical method, ” Cement and Concrete Research , Vol. 30, pp. 1815-1825.
Snyder, K.A. (2001), “The relationship between the formation factor and the diffusion coefficient of porous materials saturated with concentrated electrolytes: theoretical and experimental considerations, ” Concrete Science and Engineering, Vol. 3, No. 12, pp. 216-224.
Snyder, K.A. (2001), “Validation and Modification of the 4SIGHT Computer Program, ” National Institute of Standards and Technology Gaithersburg, MD 20899, NISTIR 6747
Tragardh, J. and Lagerblad, B. (1998), “Leaching of 90-year old concrete mortar in contact with stagnant water, ” Swedish Cement and Concrete Research Institue
Young, J. F., Mindess, S. and Daewin, D. (2002), Concrete, Prentice-Hall, Inc., Upper Saddle River, New Jersey, U.S.A.

指導教授

黃偉慶(Wei-Hsing Huang)

審核日期

2009-7-16

推文