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The first Underground Research Laboratory (URL) of geological disposal of highlevel radioactive waste (HLW) in China will be constructed in coming years and the TBM method is proposed for URL excavation. This paper aims to perform TBM performance prediction for URL project by using linear cutting test with large granite samples taken from URL site. Three kinds of 19' cutters with different tip widths were tested to study the influence of cutter shape on cutter force, allowable maximum penetration and rock boreability. Based on the cutting test, the cutter selection was suggested and then the prediction of TBM advance rate was performed. The study shows that cutter shape has significant influence on the allowable maximum penetration. A good advance rate of 259m per month could be achieved as predicted for extremely hard rock mass of URL site, which proves that TBM method is feasible for the URL project. © 2020 ISRM.
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