Control of rock joint parameters on deformation of tunnel opening

Suman Panthee1,2, P.K. Singh2, Ashutosh Kainthola2, T.N. Singh2
1Central Department of Geology, Tribhuvan University, Kirtipur, Nepal
2Department of Earth Sciences, Indian Institute of Technology Bombay, Mumbai, India

Tài liệu tham khảo

Barton, 1974, Engineering classification of rock masses for the design of tunnel support, Rock Mechanics, 6, 189, 10.1007/BF01239496

Brown, 1983, Ground response curves for rock tunnels, Journal of Geotechnical Engineering, 109, 15, 10.1061/(ASCE)0733-9410(1983)109:1(15)

Eberhardt, 2004, Numerical analysis of initiation and progressive failure in natural rock slopes—the 1991 Randa rockslide, International Journal of Rock Mechanics and Mining Sciences, 41, 69, 10.1016/S1365-1609(03)00076-5

Einstein, 1983, The effect of discontinuity persistence on rock slope stability, International Journal of Rock Mechanics and Mining Sciences & Geomechanics Abstracts, 20, 227, 10.1016/0148-9062(83)90003-7

Ewy, 1990, Deformation and fracture around cylindrical openings in rock - I. Observations and analysis of deformations, International Journal of Rock Mechanics and Mining Sciences & Geomechanics Abstracts, 27, 387, 10.1016/0148-9062(90)92713-O

Hatzor, 2010, Stability of shallow karstic caverns in blocky rock masses, International Journal of Rock Mechanics and Mining Sciences, 47, 1289, 10.1016/j.ijrmms.2010.09.014

Hu, 2004, Basic deformation and failure types of surrounding rock mass of underground excavation in the low ground stress region, Hydrogeology & Engineering Geology, 3, 79

Kainthola, 2012, Finite element analysis of road cut slopes using Hoek & Brown failure criterion, International Journal of Earth Science and Engineering, 5, 1100

Kainthola, 2015, Tunnelling challenges and solutions - Indian scenario, Tunneling Association of India, 4, 89

Kontogianni, 2008, Delayed failure at the Messochora tunnel, Greece, Tunnelling and Underground Space Technology, 23, 232, 10.1016/j.tust.2007.04.005

Pan, 1996, Influence of axial stress and dilatancy on rock tunnel stability, Journal of Geotechnical Engineering, 122, 139, 10.1061/(ASCE)0733-9410(1996)122:2(139)

Schubert, 1993, 479

Singh, 2011, Pre-grouting in the HRT of Teesta III hydroelectric power project, North Sikkim, India

Singh, 2004, Constitutive equations for 3-D anisotropy in jointed rocks and its effect on tunnel closure, International Journal of Rock Mechanics and Mining Sciences, 41, 652, 10.1016/j.ijrmms.2004.03.114

Sonmez, 1999, Modifications to the geological strength index (GSI) and their applicability to stability of slopes, International Journal of Rock Mechanics and Mining Sciences, 36, 743, 10.1016/S0148-9062(99)00043-1

Steindorfer, 1998

Stöcklin, 1977, 86

Stöcklin, 1980, Geology of the Nepal and its regional frame, Journal of the Geological Society of London, 137, 1, 10.1144/gsjgs.137.1.0001

Verma, 2011, 3D instability analysis of an underground geological repository—an Indian case study, Arabian Journal of Geosciences, 4, 1173, 10.1007/s12517-010-0131-4

Vermeer, 2003, On the application of numerical analysis in tunnelling, 1

Wang, 1984

Wang, 2004, Stability analysis of a large-span and deep tunnel, International Journal of Rock Mechanics and Mining Sciences, 41, 870, 10.1016/j.ijrmms.2004.03.150

Zhang, 1981

Zou, 2015, Surrounding rock deformation and failure mechanism of Wudang group schist tunnel: a case study of Tongsheng tunnel, The Electronic Journal of Geotechnical Engineering, 20, 4457