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The evolution of the hard rock ABM : MicrotunnellingROBY, Joseph A.T & T international. 2005, Vol 37, Num 3, pp 23-25, issn 1369-3999, 3 p.Article

Using tunnel boring data to augment the geological modelNEWMAN, T. G; YUAN, L. F. V; O'KEEFFE, L. C et al.Proceedings of the Institution of Civil Engineers - Geotechnical engineering. 2010, Vol 163, Num 3, pp 157-166, issn 1353-2618, 10 p.Article

Near-bit reamer eliminates typical backreaming situations in case studiesOffshore (Conroe, Tex.). 2001, Vol 61, Num 5, pp 66-164, issn 0030-0608Article

Ausbohrwerkzeugsortiment des VEB Werkzeugkombinat Schmalkalden im Durchmesserbereich von 2 bis 500 mm = Jeux d'outils de perçage de gamme de diamètre allant de 2 à 500 mm de la VEB Werkzeugkombinat Schmalkalden = Assortment of boring tools of diameter ranges of 2 to 500 mm from VEB Werkzeugkombinat SchmalkaldenGRATZ, E.Fertigungstechnik und Betrieb. 1989, Vol 39, Num 11, pp 657-661, issn 0015-024XArticle

Analysis of alignment errors in a laser-based in-process cylindricity measurement systemKIM, K; EMAN, K. F; WU, S. M et al.Journal of engineering for industry. 1987, Vol 109, Num 4, pp 321-329, issn 0022-0817Article

Underreaming technologies provide array of applicationsRASHEED, W; JONES, M; BETTS, M et al.Oil & gas journal. 2000, Vol 98, Num 8, pp 47-52, issn 0030-1388Article

Development of a deep-hole, laser-guided boring tool: the boring of workpieces with a thin wall and an inclined prebored holeKATSUKI, A; ONIKURA, H; SAJIMA, T et al.Precision engineering. 1994, Vol 16, Num 4, pp 296-301, issn 0141-6359Article

A beam impactorCHEN, L; SEMERCIGIL, S. E.Journal of sound and vibration. 1992, Vol 157, Num 2, pp 303-315, issn 0022-460XArticle

Construction of the Copenhagen MetroTAYLOR, Simon; NYMANN, Jens.Concrete engineering international. 2001, Vol 5, Num 4, pp 15-19, issn 1460-5856Article

Seismic imaging ahead of a tunnel face with three-component geophonesASHIDA, Y.International journal of rock mechanics and mining sciences (1997). 2001, Vol 38, Num 6, pp 823-831, issn 1365-1609Article

Une nouveauté dans l'arsenal des moyens de forageZUENKO, A. I.Gazovaâ promyšlennost'. 1989, Num 3, pp 22-23, issn 0016-5581, 2 p.Article

Cylindrical accuracy control based on stochastic modeling and forecasting compensationKIM, K.International journal of machine tools & manufacture. 1988, Vol 28, Num 4, pp 495-501, issn 0890-6955Article

In-situ measurements of TBM cutter temperature in Äspö Hard Rock Laboratory, SwedenZHANG, Z. X; KOU, S. Q; LINDQVIST, P.-A et al.International journal of rock mechanics and mining sciences (1997). 2001, Vol 38, Num 4, pp 585-590, issn 1365-1609Article

Predicted and actual TBM performance in two hard rock tunnels in South AfricaMC KELVEY, J. G.Association française des travaux en souterrain. Journées d'études internationales. 1999, pp 259-266, isbn 2-9510416-1-6Conference Paper

Measures in the underground work method to determine the mathematical relations that predicts rock behaviourTORNO, S; VELASCO, J; DIEGO, I et al.WIT transactions on modelling and simulation. 2009, Vol v. 48, pp 95-103, isbn 978-1-8456-4187-0 1-8456-4187-6, 1Vol, 9 p.Conference Paper

Conceptional requirements for soft ground tunnel boring machinesBABENDERERDE, S.Developments in geotechnical engineering. 1993, Vol 74, pp 377-390, issn 0165-1250Article

Analysis of mechanized excavation system performance and rock mass impactsNELSON, P. P; ABD AL-JALIL, Y; LAUGHTON, C et al.Developments in geotechnical engineering. 1993, Vol 74, pp 839-851, issn 0165-1250Article

Hahn & Kolb: changement de rythme = Hahn & Kolb: rythm changeMachines production. 1987, Num 461, pp 31-33, issn 0047-536X, 2 p.Article

Anti-vibration Engineering in Internal Turning Using a Carbon Nanocomposite Damping Coating Produced by PECVD ProcessQILIN FU; LUNDIN, Daniel; NICOLESCU, Cornel M et al.Journal of materials engineering and performance. 2014, Vol 23, Num 2, pp 506-517, issn 1059-9495, 12 p.Article

In-situ measurements of cutter forces on boring machine at Äspö Hard Rock Laboratory. Part I. Laboratory calibration and in-situ measurementsZHANG, Z. X; KOU, S. Q; TAN, X. C et al.Rock mechanics and rock engineering. 2003, Vol 36, Num 1, pp 39-61, issn 0723-2632, 23 p.Article

The performance prediction of a TBM in difficult ground conditionBILGIN, N; BALCI, C; TUNCDEMIR, H et al.Association française des travaux en souterrain. Journées d'études internationales. 1999, pp 115-121, isbn 2-9510416-1-6Conference Paper

Guide 87/88 des machines-outils à commande numérique = Guide 87/88 of CNC machine toolsMachines production. 1987, pp 115-283, issn 0047-536X, 130 p., no spécArticle

Cutter force measurement on tunnel boring machines - Implementation at Koralm tunnelENTACHER, M; WINTER, G; GALLER, R et al.Tunnelling and underground space technology. 2013, Vol 38, pp 487-496, issn 0886-7798, 10 p.Article

Correlation of TBM and drilling machine performances with rock brittlenessKAHRAMAN, S.Engineering geology. 2002, Vol 65, Num 4, pp 269-283, issn 0013-7952Article

Hard rock boring at the Svartisen Hydroelectric ProjectDRAKE, J; JOHANSEN, E. D.Developments in geotechnical engineering. 1993, Vol 74, pp 561-573, issn 0165-1250Article

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