Due to the extremely high sensitivity of tunnel boring mechine（TBM）performance to rock mass conditions and its huge early investment

it is of great value to evaluate the rock mass boreability and predict the TBM performance. In this study

about 300 sets of field data from China and Iran are collected

covering three different rock types and 5 TBM tunnels. FPI (field penetration index) is selected as the evaluation index of rock mass boreability. Specifically

the relationships between rock uniaxial compressive strength(UCS)

rock mass integrity index

angle between main structural plane of rock mass and axis of the tunnel ?

tunnel diameter

D and rock mass boreability are systematically analyzed. In addition

a unified approach of rock mass parameters which is suitable for the study of rock mass boreability is discussed in detail

and an empirical prediction model of rock mass boreability with relatively high accuracy ( 0.768) is further established. Based on this model and supplemented by K-center clustering method

the boreability of rock mass are classified into 6 groups

which are then applied to the exploration of the distribution of average cutter thrust and cutterhead speed under various of rock mass boreability conditions. The findings in our work shed light on the evaluation of rock mass boreability

the selection of operational parameters as well as the arrangement of TBM tunnel construction schedule.