Published September 2006 | Version v1
Journal article

Mechanical properties of sedimentary soft rock at high temperature. Part 2. Evaluation of temperature dependency of creep behavior based on unconfined compression test

  • 1. Central Research Inst. of Electric Power Industry, Civil Engineering Research Laboratory, Abiko, Chiba (Japan)

Description

The geological disposal is expected to be the most practical measure for isolating high-level radioactive waste (HLW). Since heat is generated due to the collapse of nuclide in HLW, the rock mass around the geological disposal facility will experience high temperatures. Therefore, it is important to understand the effect of high temperature on the rock masses. In this study, under different temperature from 24degC to 95degC, a series of unconfined creep tests was conducted on a mudstone and tuffaceous rock, Ohya stone. The results show that the time to failure of Ohya stone is decreased, while the minimum strain rate is increased for high temperature. However, the relationships between the time to failure and the minimum strain rate are dependent on neither creep stress nor temperature. (author)

Additional details

Publishing Information

Journal Title
Denryoku Chuo Kenkyusho Hokoku
Journal Issue
no.N05057
Journal Page Range
p. 1-4, 1-20
ISSN
1340-4652

Optional Information

Notes
11 refs., 33 figs., 6 tabs.