Experimental Studies on Penetration of Pulverized Clay-Based Grout  

作　　者：T. Fujita Y. Sugita M. Toida 

机构地区：[1]Geological Isolation Research and Development Directorate, Japan Atomic Energy Agency, Muramatsu 4-33, Tokai-mura,Naka-gun, Ibaraki 319-1194, Japan [2]Kajima Technical Research Institute, Kajima Corporation, Tobitakyu 2-19-1, Chofu-shi, Tokyo 182-0036, Japan

出　　处：《Journal of Energy and Power Engineering》2011年第5期419-427,共9页能源与动力工程（美国大卫英文）

摘　　要：For the geological disposal of high level radioactive wastes, an excavation damaged zone （EDZ） having high hydraulic conductivity resulting from the development of fractures in the rock adjacent to the tunnels will be one of the potential pathways for radioactive contaminant transport. The potential pathways will be sealed by closure components, that is, a combination of tunnel plug, backfill and grout, the latter material being a clay-based mixture in consideration of the need for long-term stability of the seals. Clay-based grout is one of the effective candidate materials that can be used to interrupt the migration of radionuclides through an EDZ. Laboratory testing of clay-based grout using pulverized bentonite, with the objective of improvement in grout penetration into a rockmass, was conducted. The results showed that the pulverization of clay-based grout had a positive effect on filtration.

关 键 词：High-level radioactive waste geological disposal repository sealing GROUT clay-based bentonite pulverization. 

分 类 号：TV871.1[水利工程—水利水电工程] U418.4[交通运输工程—道路与铁道工程]