Fundamental Study on a Grout Penetration Model for a HLW Repository  

作　　者：Tomoo Fujita Fumiaki Shinkai Jun Nobuto 

机构地区：[1]Geological Isolation Research and Development Directorate, Japan Atomic Energy Agency, Ibaraki 319-1194, Japan [2]Civil Engineering Technology Division, Shimizu Corporation, Tokyo 105-8007, Japan

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）

摘　　要：In both the construction and operation phases of a repository for high-level radioactive waste, it will be important to constrain groundwater inflow using grouting technology that will be effective under the high groundwater pressure conditions deep underground. In this research, a review of existing grout penetration models in Japan and foreign countries and a trial analysis are conducted with a goal of describing the gout penetration with accuracy on site. Specifically, the applicability of the model developed by Gustafson ＆ Stille to the laboratory penetration tests was studied. The results show that the calculated values from the Gustafson ＆ Stille model agree well with values of laboratory penetration tests.

关 键 词：GROUT penetration model velocity VISCOSITY yield value. 

分 类 号：TQ028.8[化学工程] TE256.6[石油与天然气工程—油气井工程]