| 參考文獻 |
王明光，(2001)，「環境土壤化學」，五南圖書出版。
王欣婷，(2003)，「緩衝材料在深層處置場模擬近場環境下回脹行為基礎研究」，國立中央大學土木工程研究所碩士論文，中壢。
台灣電力公司，(2000)，「我國用過核燃料長程處置全程工作規劃書(2000年版)」，第3-2頁。
莊文壽、洪錦雄、董家寶，(2000)，「深層地質處置技術之研究」，核研季刊，第三十七期，第44-54頁。
陳文泉，(2004)，「高放射性廢棄物深層地質處置緩衝材料之回脹行為研究」，國立中央大學土木工程研究所博士論文，中壢。
張皓鈞，(2015)，「低放射性廢棄物最終處置場工程障壁材料於未飽和/飽和環境下之長期穩定性研究」，國立中央大學土木工程研究所博士論文，中壢。
趙杏媛、張有瑜，(1990)，「黏土礦物與黏土礦物分析」，海洋出版社，北京。
鈴木英明、中間茂雄、藤田朝雄、今井久、九石正美，(2012)，「熱－水－応力－化学連成解析による緩衝材の地球化学環境の変遷に着目したニアフィールド長期挙動評価の一例」，原子力バックエンド研究，日本。
Abdullah, W.S., Alshibli, K.A., and Al-Zou′bi, M.S. (1999). “Influence of pore water chemistry on swelling behavior of compacted clays.” Applied Clay Science, 15, 447-462.
Åkesson, M., Jacintao, A.C., Gatabin, C., Sanchez, M., and Ledesma, A. (2009). “Benonite THM behaviour at high temperatures: experimental and numerical analysis.” Géotechnique, 59(4), 307-318.
ASTM D422-63. (2007). “Standard test method for particle-size analysis of soils.” PA.
ASTM D584-10. (2010). “Standard test method for wool content of raw wool – laboratory scale.” PA.
ASTM D1141-98. (2013). “Standard practice for the preparation of sub-stitute ocean water.” PA.
ASTM D2216-10. (2010). “Standard test methods for laboratory deter-mination of water (moisture) content of soil and rock by mass.” PA.
ASTM D4318-10. (2010). “Standard test methods for liquid limit, plastic limit, and plasticity index of soils.” PA.
ASTM D4972-13. (2013). “Standard test method for pH of soils.” PA.
ASTM D5890-11. (2011). “Standard test method for swell index of clay mineral component of geosynthetic clay liners.” PA.
Bauer, A., Lanson, B., Ferrage, E., Emmerich, K., Taubald, H., Schild, D., and Velde, B. (2006). “The fate of smectite in KOH solutions.” American Mineralogist, 91(8-9), 1313-1322.
Bag, R. (2011). “Coupled thermo-hydro-mechanical-chemical behaviour of MX80 bentonite in geotechnical applications.” PhD Thesis, Cardiff University, Cardiff.
Bohn, H.L., McNeal, B.L., and O’Connor, G.A. (1985). Soil Chemistry, 2nd ed., John Wiley & Sons Inc., New York.
Börgesson, L., Chijimatsub, M., Fujitab, T., Nguyenc, T.S., Rutqvistd, J., and Jinge, L. (2001). “Thermo-hydro-mechanical characterisation of a bentonite-based buffer material by laboratory tests and numerical back analyses.” International Journal of Rock Mechanics and Mining Sciences, 38, 95-104.
Chen, Y.G., Zhu, C.M., Ye, W.M., Cui, Y.J., and Chen, B. (2016). “Effects of solution concentration and vertical stress on the swelling behavior of compacted GMZ01 bentonite.” Applied Clay Science, 124-125, 11-20.
Claret, F., Bauer, A., Schäfer, T., Griffault, L., and Lanson, B. (2002). “Experimental investigation of the interaction of clays with high pH solutions: a case study from the Callovo-Oxfordian formation, Meuse-Haute Marne underground laboratory (France).” Clays and Clay Minerals, 50, 633-646.
Cuevas, J., Villar, M., Martyn, M., Cobena, J.C., and Leguey, S. (2002). “Thermohydraulic gradients on bentonite: distribution of soluble salts, microstructure and modification of the hydraulic and mechanical behaviour.” Applied Clay Science, 22, 25-38.
Cuevas, J., Fernandez, R., Sanchez, L., Vigil de la Villa, R., Rodriiguez, M., and Leguey, S. (2007). “Reactive diffusion front driven by an alkaline plume in compacted Mg homoionic bentonite.” Clays in Natural & Engineered Barriers for Radioactive Waste Confinement: International Meeting, Lille, France, 509-510.
Cuisinier, O., Masrouri, F., Pelletier, M., Villieras, F., and Mosser-Ruck, R. (2008). “Microstructure of a compacted soil submitted to an alkaline plume.” Applied Clay Science, 40, 159-170.
Delage, P., Marcial, D., Cui, Y.J., and Ruiz, X. (2006). “Ageing effects in the compacted bentonite: a microstructure approach.” Géotechnique, 56(4), 291-304.
EASAC. (2014). “Management of spent nuclear fuel and its waste.” EASAC policy report no. 23, European Academies’ Science Advisory Council (EASAC), Brussels.
Fernández, A.M., and Villar, M.V. (2010). “Geochemical behaviour of a bentonite barrier in the laboratory after up to 8 years of heating and hydration.” Applied Geochemistry, 25, 809-824.
Fernández, R., Rodríguez, M., Vigil de la Villa, R., and Cuevas, J. (2010). “Geochemical constraints on the stability of zeolites and C–S–H in the high pH reaction of bentonite.” Geochimica and Cosmochimica Acta, 74, 890-906.
Gens, A., Vaunt, J., Garite, B., and Wileveau, Y. (2007). “In situ behaviour of a stiff layered clay subject to thermal loading: observations and interpretation.” Géotechnique, 57(2), 207-228.
Gens, A., Sanchez, M., Guimaraes, L., Do, N., Alonso, E.E., Lloret, A., Olievella, S., Villar, M.V., and Huertas, F. (2009). “A full-scale in situ heating test for high-level nuclear waste disposal:observations, analysis and interpretation.” Géotechnique, 59(4), 377-399.
Gomez-Esipna, R., and Villar, M.V. (2010). “Geochemical and minera-logical changes in compacted MX-80 bentonite submitted to heat and water gradients.” Applied Clay Science, 47, 400-408.
Grim, R. E., and Guven, N. (1978). Bentonites, Geology, Mineralogy, Properties and Uses, Elsevier, Amsterdam.
Iwata, S., Tabuchi, T., and Warkentin, B.P. (1995). Soil-Water Interactions: Mechanisms and Applications, 2nd Edition, Marcel Deeker, New York.
Karnland, O., Olsson, S., Nilsson, U., and Sellin, P. (2007). “Experi-mentally determined swelling pressures and geochemical interactions of compacted Wyoming bentonite with highly alkaline solutions.” Physics and Chemistry of the Earth, 32, 275-286.
Kaufhold, S., Dohrmann, R. (2011). “Stability of bentonites in salt solu-tions III – Calcium hydroxide.” Applied Clay Science, 51, 300-307.
Komine, H., Yasuhara, K., and Murakami, S. (2009). “Swelling cha-racteristics of bentonites in artificial seawater.” Can. Geotech. J., 46, 177-189.
Lambe, T.W. (1958). “The structure of compacted clay.” Journal of the Soil Mechanics and Foundations Division, 84(SM2), 1-35.
Lee, J.O., Park, J.H., and Cho, W.J. (2008). “Engineering-scale test on the thermal-hydromechanical behaviors in the clay barrier of a HLW repository.” Annals of Nuclear Energy, 35, 1386-1396.
Lide, D.R. (2001). CRC Handbook of Chemistry and Physics, 82nd ed., CRC Press, New York.
Lloret, A., Villar, M.V., Sanchez, M., Gens, A., Pintado, X., and Alonso, E.E. (2003). “Mechanical behaviour of heavily compacted bentonite under high suction changes.” Géotechnique, 53(1), 27-40.
Marcial, D., Delage. P., and Cui. Y.J. (2002). “On the high stress com-pression of bentonites.” Canadian Geotechnical Journal, 39, 812-820.
Martín, M., Cuevas, J., and Leguey, S. (2000). “Diffusion of soluble salts under a temperature gradient after the hydration of compacted bentonite.” Applied Clay Science, 17, 55-70.
Melkior, T., Mourzagh, D., Yahiaoui, S., Thoby, D., Alberto, J.C., Brouard, C., and Michau, N. (2004). “Diffusion of an alkaline fluid through clayey barriers and its effect on the diffusion properties of some chemical species.” Applied Clay Science, 26, 99-107.
Mishra, M., Schanz, T., and Tripathy, S. (2008). “A column device to study THM behaviour of expansive soils.” Proceddings of 12th International conference of International Association for Computer Methods in Advances in Geomechanics, 1149-1156.
Mitchell, J.K. (1993). Fundamentals of Soil Behavior, 2nd Edition, John Wiley & Sons Inc., New York.
Montes-H, G., Fritz, B., Clement, A., and Michau, N. (2005). “Modelling of geochemical reactions and experimental cation exchange in MX-80 bentonite.” J. Environ. Manage., 77, 35-46.
Mosser-Ruck, R., and Cathelineu, M. (2004). “Experimental transfor-mation of Na, Ca smectite under basic conditions at 150 °C.” Applied Clay Science, 26, 259-273.
Nagra. (1995). “Column experiments: results of experiments and mode-lling.” NTB Report 95-70, Baden, Switzerland.
Ochs, M., Lothenbach, B., Shibata, M., and Yui, M. (2004). “Ther-modynamic modeling and sensitivity analysis of porewater chemistry in compacted bentonite.” Physics and Chemistry of the Earth, 29, 129-136.
Posiva. (2012). “YJH-2012 Nuclear waste managementat Olkiluoto and Loviisa power plants: review of current status and future plans for 2013-2015.” Posiva Oy, Eurajoki.
Pusch, R. (1980). “Swelling pressure of highly compacted bentonite.” SKB Technical Report TR-80-13, Stockholm.
Pusch, R. (1982). “Mineral-water interactions and their influence on the physical behaviour of highly compacted Na bentonite.” Canadian Geotechnical Journal, 19, 381-387.
Pusch, R., and Karnland, O. (1988). “Hydrothermal effects on mont-morillonite: A preliminary study.” SKB Technical Report TR-88-15, Clay Technology AB, Stockholm.
Pusch, R., Karlnland, O., and Hokmark, H. (1990). “GMM-a general microstructural model for qualitative and quantitative studies of smectite clays.” SKB Technical Report TR-90-43, Stockholm, Sweden.
Pusch, R., (2001). “Experimental study of the effect of high porewater salinity on the physical properties of a natural smectitic clay.” SKB Technical Report TR-01-07, Stockholm.
Pusch, R., and Moreno, L. (2001). “Saturation and permeation of buffer clay.” Proceedings of 6th international workshop on Key Issues in Waste Isolation Research, Paris, 71-81.
Pusch, R., Zwhar, H., Gerber, R., and Schomburg, J. (2003). “Interaction of cement and smectitic clay – theory and practice.” Applied Clay Science, 23, 203-210.
Pintado, X., Ledesma, A., and Lloret, A. (2002). “Backanalysis oh therm-ohydraulic bentonite properties from laboratory tests.” Engineering Geology, 64, 91-115.
Ramirez, S., Cuevas, J., Vigil, R., and Leguey, S. (2002). “Hydrothermal alteration of “La Serrata” bentonite (Almeria, Spain) by alkaline solutions.” Applied Clay Science, 21, 257-269.
Samper, J., Juncosa, R., Navarro, V., Delgado, J., Montenegro, L., and Vázquez, A. (2001). “Coupled thermo-hydro-geochemical models of engineered barrier systems: The Febex Project.” Material Research Society, Sydney, 1-13.
Samper, J., Zheng, L., Montenegro, L., Fernandez, A.M. and Rivas, P. (2008). “Coupled thermo-hydro-chemical models of compacted bentonite after FEBEX in situ test.” Applied Geochemistry, 23, 1186-1201.
Sato, T., Kuroda, M., Yokoyama, K., and Nakayama, S. (2002). “Effect of pH on smectite dissolution rates under alkaline conditions.” Clays in Natural and Engineered Barriers for Radioactive Waste Confinement: International Meeting, Reims, France, 11-12.
Savage, D., Bateman, K., Hill, P., Hughes, C., Milodowski, A., Pearce, J., Rae, E., and Rochelle, C. (1992). “Rate and mechanism of the reaction of silicates with cement pore fluids.” Applied Clay Science, 7, 33-45.
Savage D., and Benbow S. (2007). “Low-pH Cements.” SKI Report 2007:32, Swedish Nuclear Power Inspectorate (SKI), Stockhoolm, Sweeden.
Savage, D., Benbow, S., Watson, C., Takase, H., Ono, K., Oda, C., and Honda, A. (2010). “Natural systems evidence for the alteration of clay under alkaline conditions: an example from Searles Lake, California.” Applied Clay Science, 47, 72-81.
Selvadurai, A.P.S. (1996). “Heat-induced moisture movement in a clay barrier. I. Experimental modeling of borehole emplacement.” Engineering Geology, 41, 239-256.
Shirazi, S.M., Wiwat, S., Kazama, H., Kuwano, J., and Shaaban, M.G. (2011). “Salinity effect on swelling characteristics of compacted bentonite.” Environment Protection Engineering, 37(2), 65-74.
Sivapullaiah, P.V., Sridharan, A., and Stalin, V.K. (1996). “Swelling behaviour of soil-bentonite mixtures.” Canadian Geotechnical Journal, 33, 808-814.
SKB TR11-01. (2011). “Long-term safety for the final repository for spent nuclear fuel at Forsmark: Main report of the SR-Site project Volume I.” SKB Technical Report TR-11-01, Svensk Kärnbränslehantering AB.
Szilvásszy, Z. (1984). Ch 5. Soils engineering for design of ponds, canals and dams in aquaculture, Foodand Agricultural Organization, Research Centre for Water Resources Development, Budapest, Hungary.
Turrero, M.J., Escribano, A., Torres, E., and Martin, P.L. (2007). Con-crete/Febex bentonite interaction: preliminary results on short-term column experiments.” Clays in Natural and Engineered Barriers for Radioactive Waste Confinement, International Meeting, Lille, France.
Villar, M.V., Cuevas, J., and Martin, P.L. (1996). “Effects of heat/water flow interaction on compacted bentonite: Preliminary results.” Engineering Geology, 41, 257-267.
Villar, M.V., and Lloret, A. (2004). “Influence of temperature on the hydro-mechanical behaviour of a compacted bentonite.” Applied Clay Science, 26, 337-350.
Villar, M.V., Sánchez, M., and Gens, A. (2008). “Behaviour of a bentonite barrier in the laboratory: experimental results up to 8 years and numerical simulation.” Physics and Chemistry of Earth, 33, 476-485.
Ye, W.M., Zheng, Z.J., Chen, B., Chen, Y.G., Cui, Y.J., and Wang, J. (2014). “Effects of pH and temperature on the swelling pressure and hydraulic conductivity of compacted GMZ01 bentonite.” Applied Clay Science, 101, 192-198.
Yong, R.N., and Benno, P.W. (1975). Soil Properties and Behavior, Elsevier, NewYork.
Yong, R.N., Mohammed, A.M.O., Shooshapasha, I., and Onofrei, C. (1997). “Hydrothermal performance of unsaturated bentonite-sand buffer material.” Engineering Geology, 47, 351-365.
Zhu, C.M., Ye, W.M., Chen, Y.G., Chen, B., and Cui, Y.J. (2013). “Influence of salt solutions on the swelling pressure and hydraulic conductivity of compacted GMZ01 bentonite.” Engineering Geology, 166, 74-80. |
[Endnote RIS 格式]
[相關文章]
[文章引用]
[完整記錄]
[館藏目錄]
[檢視]
plurk
funp
live
udn
HD
myshare
netvibes
friend
youpush
delicious
baidu
Google bookmarks
del.icio.us
hemidemi
facebook
twitter
google
reddit