Published January 2012 | Version v1
Miscellaneous

Development of grouting technologies for geological disposal of high level waste in Japan. 3. Numerical simulation for grout injection using equivalent continuum model

  • 1. Kyoto University, Graduate School of Engineering, Kyoto (Japan)
  • 2. General Environmental Technos Company, Limited, Civil Engineering Department, Osaka (Japan)
  • 3. Obayashi Corporation, Nuclear Facilities Division, Tokyo (Japan)
  • 4. Japan Atomic Energy Agency, Geological Isolation Research and Development Directorate, Tokai, Ibaraki (Japan)
  • 5. Kyoto University, Kyoto (Japan)

Description

In this study, to simulate the grout injection process, the 3-D numerical model based on equivalent continuum approach was developed. The viscosity measurement for silica sol was performed to measure the time-dependent viscosity. The developed numerical model was applied to the planned in-situ grout injection tests at Grimsel test site (GTS), Switzerland. The rock type is fractured granite and the equivalent porous media was created from the Discrete Fracture Network (DFN) based on the fracture data obtained from the observation boreholes. The preliminary simulation was carried out to determine the suitable grout injection pressure and investigate the arrival distance of grout from injection boreholes. (author)

Part of:
Proceedings of the 41st symposium on rock mechanics

Additional details

Publishing Information

Imprint Title
Proceedings of the 41st symposium on rock mechanics
Imprint Pagination
337 p.
Journal Page Range
p. 83-88

Conference

Title
41. symposium on rock mechanics
Dates
12-13 Jan 2012
Place
Tokyo (Japan)

Optional Information

Notes
Available as CD-ROM Data in PDF format, Folder Name: pdf, Paper ID: 15.pdf