1[1]N Barton,R Lien & J Lunde,1974.Engineering classification of rock masses for the design of tunnel support.Rock Mechanics,Vol.6:4 p189-236.Springer Verlag.
2[2]N Barton,1999.TBM performance estimation in rock using Qfbm.Tunnels and Tunnelling International,September,1999,p30-34.
3[3]N Barton,2000.TBM tunnelling in jointed and faulted rock.169 p.Rotterdam:Balkema.
4[4]Barton,N.,B.Buen and S.Roald.2001/2002.Strengthening the case for grouting.Tunnels and Tunnelling International,December.2001,34-36,and January 2002 37-39.
5[5]N Barton & R.Abrahao,2003.An application of the Qfbm prognosis model.(in preparation).
6[6]E Grimstad & N Barton,1993.Updating the Q-system for NMT.In Kompen Opsahl & Berg (eds) International Symposium on Sprayed Concrete-Modern use of wet mix sprayed concrete for underground support.Fagernes.Oslo:Norwegian Concrete Association.
7Zhang Jingjian(North China Institute of Water Conservancy and Hydroelectric Prower, Zhengzhou 450045).TBM的应用及其有关问题和展望[J].岩石力学与工程学报,1999,18(3):363-367. 被引量：87
