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Fundamental Study on a Grout Penetration Model for a HLW Repository

Fundamental Study on a Grout Penetration Model for a HLW Repository
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出处 《Journal of Energy and Power Engineering》 2012年第8期1191-1203,共13页 能源与动力工程(美国大卫英文)
关键词 渗透模型 水泥浆 基础研究 高放废物 储存库 放射性废物库 高地下水 注浆技术 Grout, penetration model, velocity, viscosity, yield value.
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参考文献27

  • 1S. Yoneda, H. Kojo, Y. Terado, S. Nakagawa, Some penetrative behavior of cement suspension grout in fissured rock mass, J. Const. Manage. and Eng. 480 (1993 ) 63 -66. (in Japanese).
  • 2M. Hori, K. Ichikawa, T. Koyama, Study on numerical simulation method of grouting based on fracture network analysis, in: Proceedings of the 28th Symposium of Rock Mechanics, Tokyo, Japan, 1997, pp. 78-84. (in Japanese).
  • 3M. Hori, T. Koyama, Numerical simulation of grouting by two grout analysis methods, J. Geotech. Eng. 624 (1999) 21-30.
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  • 8K. Kikkawa, Y. Mito, K. Kikuchi, K. Kanda, H. Yamada, Fundamental study on the filling mechanism of grouting in jointed rock mass, in: Proceedings of the 26th Symposium of Rock Mechanics, Tokyo, Japan, 1995, Vol. 126, pp. 11-15. (in Japanese).
  • 9K. Mutoh, K. Kikuchi, Y. Mito, T. Suzuki, I. Hirano, Suggestion of high thickness-low pressure grouting method (HTLP method) and its verification, Journal ofJapan Society of Dam Engineers 9 (3) (1999) 201-214. (in Japanese).
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