Iranian Journal of Mining Engineering

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83896578

Vol. 5, No. 10, 2010, pp.65-71

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1Email: moahmadi@modares.ac.ir

2Email: nejatihmd@gmail.com

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[1] Alber M.; 2000; “Advance Rates of Hard Rock TBMs

and Their Effects on Project”; Economics.

Tunneling and Underground Space Technology.

Volume 15, pp. 55-64.

[2] Barton, N.; 2000; “TBM tunnelling in jointed and

faulted rock”; Rotterdam: Balkema.

[3] Barla G, Pelizza S.; 2000; “TBM tunnelling in

difficult ground conditions”; International

Conference on Geotechnical and Geological

Engineering, Melbourne, Australia, 2000.

[4] Alber M.; 1996; “Classifying TBM Contracts”;

Tunneling and Underground Space Technology.

December, pp. 41-43.

]5[1385

TBM

NTH

Archive of SID

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13341

[6] Sapigni M.,Berti M., Bethaz E., Busillo A., Cardone

G., 2002; “TBM performance estimation using rock

mass classifications”; International Journal of Rock

Mechanics & Mining Sciences Vol. 39 , pp. 771–

788.

]7[1385SPSS 14

[8] Bilgin N., Dincer T., Copur H., Erdogan M.; 2004;

“Some geological and geotechnical factors affecting

the performance of a roadheader in an inclined

tunnel”; Tunneling and Underground Space

Technology Vol. 19, pp. 629–636.

[9]...Zhao J., Gong Q.M., Eisensten Z.; 2007;

“Tunnelling through a frequently changing and

mixed ground: A case history in Singapore”;

Tunnelling and Underground Space Technology

Vol. 22, pp. 388–400.

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