TBM tunnelling under adverse geological conditions: An overview
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[1] J. Dudt,et al. The “penalty factors” method for the prediction of TBM performances in changing grounds , 2016 .
[2] Jian Zhao,et al. Theoretical model of the equivalent elastic modulus of a cobblestone–soil matrix for TBM tunneling , 2016 .
[3] Federica Sandrone,et al. Analysis and estimation of gripper TBM performances in highly fractured and faulted rocks , 2016 .
[4] Qiuming Gong,et al. Use of indentation tests to study the influence of confining stress on rock fragmentation by a TBM cutter , 2014 .
[5] Qiuming Gong,et al. Study on rock mass boreability by TBM penetration test under different in situ stress conditions , 2014 .
[6] Andrea Delisio,et al. A new model for TBM performance prediction in blocky rock conditions , 2014 .
[7] Qiuming Gong,et al. Case studies of TBM tunneling performance in rock-soil interface mixed ground , 2013 .
[8] Q. Gong,et al. TBM tunneling in marble rock masses with high in situ stress and large groundwater inflow: a case study in China , 2013, Bulletin of Engineering Geology and the Environment.
[9] Jian Zhao,et al. Analysis and prediction of TBM performance in blocky rock conditions at the Lötschberg Base Tunnel , 2013 .
[10] Jian Zhao,et al. Rock burst and slabbing failure and its influence on TBM excavation at headrace tunnels in Jinping II hydropower station , 2012 .
[11] H. Ji,et al. Experimental and fractal study on the critical loading force for rock fragmentation by pick tine , 2011 .
[12] Jian Zhao,et al. A new hard rock TBM performance prediction model for project planning , 2011 .
[13] Claudio Oggeri,et al. Laboratory tests to study the influence of rock stress confinement on the performances of TBM discs in tunnels , 2011 .
[14] Ji Hongguang. EXPERIMENTAL STUDY OF THE EFFECT OF JOINT ORIENTATION ON FRAGMENTATION MODES AND PENETRATION RATE UNDER TBM DISC CUTTERS , 2011 .
[15] Zhang Haoran. Discussion on Prevention and Control of Delayed Settlement Induced by Shield Tunneling in Water-rich Sandy Cobble Stratum in Chengdu , 2010 .
[16] Wu Shiyong,et al. EXPERIMENTAL STUDY OF SLABBING FAILURE FOR DEEPBURIED MARBLE AT JINPING II HYDROPOWER STATION AND ITS INFLUENCES ON TBM EXCAVATION , 2010 .
[17] Ebrahim Farrokh,et al. Effect of adverse geological condition on TBM operation in Ghomroud tunnel conveyance project , 2009 .
[18] Kurosch Thuro,et al. Classification of the abrasiveness of soil and rock , 2009 .
[19] Lok Home. Improving advance rates of TBMs in adverse ground conditions. Verbesserung von TBM‐Vortriebsleistungen bei ungünstigen Gebirgsverhältnissen , 2009 .
[20] K Gehring. Der Einfluss von TBM-Konstruktion und Maschineneigenschaften auf Leistung und Werkzeugverbrauch in Gestein / The influence of TBM design and machine features on performance and tool wear in rock , 2009 .
[21] Jian Zhao,et al. Development of a rock mass characteristics model for TBM penetration rate prediction , 2009 .
[22] Vincent Labiouse,et al. Brittle Rock Failure in the Steg Lateral Adit of the Lötschberg Base Tunnel , 2009 .
[23] Mostafa Sharifzadeh,et al. Geotechnical risk assessment based approach for rock TBM selection in difficult ground conditions , 2008 .
[24] Mark S. Diederichs,et al. The 2003 Canadian Geotechnical Colloquium: Mechanistic interpretation and practical application of damage and spalling prediction criteria for deep tunnelling , 2007 .
[25] Qiuming Gong,et al. Tunnelling through a frequently changing and mixed ground : a case history in Singapore , 2007 .
[26] Qiuming Gong,et al. In situ TBM penetration tests and rock mass boreability analysis in hard rock tunnels , 2007 .
[27] Qiuming Gong,et al. Influence of rock brittleness on TBM penetration rate in Singapore granite , 2007 .
[28] P. Kaiser. ROCK MECHANICS CONSIDERATIONS FOR CONSTRUCTION OF DEEP TUNNELS IN BRITTLE ROCK , 2006 .
[29] Q. M. Gong,et al. Rock mechanics and excavation by tunnel boring machine - issues and challenges. , 2006 .
[30] Jian Zhao,et al. Numerical modelling of the effects of joint spacing on rock fragmentation by TBM cutters , 2005 .
[31] Marc C. Bossé. Performance of EPB-TBM in mixed face conditions: City of Edmonton South LRT Extension, University Station to Health Sciences Station , 2005 .
[32] THEORETICAL ANALYSIS AND EXPERIMENTS OF ROCK FRAGMENTATION UNDER COUPLING DYNAMIC AND STATIC LOADS , 2005 .
[33] Christopher Laughton. Geotechnical problems encountered by tunnel boring machines mining in sedimentary rocks , 2005 .
[34] K. Plinninger,et al. Hard rock tunnel boring, cutting, drilling and blasting: rock parameters for excavatability , 2003 .
[35] Shaoquan Kou,et al. Numerical simulation of the fracture process in cutting heterogeneous brittle material , 2002 .
[36] Saffet Yagiz,et al. Application of Tunnel Boring Machines in Underground Mine Development , 2001 .
[37] D. Summers,et al. Experimental Investigation on the Breakage of Hard Rock by the PDC Cutters with Combined Action Modes , 2001 .
[38] G. Barla,et al. Tbm Tunnelling In Difficult Ground Conditions , 2000 .
[39] P. Liu,et al. Design considerations for construction of the Qinling Tunnel using TBM , 2000 .
[40] Amund Bruland,et al. HARD ROCK TUNNEL BORING , 2000 .
[41] A. Boniface,et al. Tunnel Boring Machine performance in basalts of the Lesotho Formation , 2000 .
[42] A. Dyskin. On the role of stress fluctuations in brittle fracture , 1999 .
[43] P. K. Kaiser,et al. Hoek-Brown parameters for predicting the depth of brittle failure around tunnels , 1999 .
[44] R. Ribacchi,et al. TUNNELLING BY DOUBLE SHIELD TBM IN THE HONG KONG GRANITE , 1995 .
[45] Priscilla P. Nelson,et al. Use of sedimentary rock impact indices in evaluation of tunnel-boring machine performance , 1994 .
[46] H. P. Sanio,et al. Prediction of the performance of disc cutters in anisotropic rock , 1985 .
[47] M. Hood,et al. Observations of crack growth in hard rock loaded by an indenter , 1984 .
[48] D. Howarth,et al. The effect of jointed and fissured rock on the performance of tunnel boring machines , 1981 .
[49] H. Wanner,et al. Tunnelling Machine Performance In Jointed Rock , 1979 .