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Privacy-aware community infrastructureCarlos Carranza-Torres, C. Fairhurst
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Analysis of tunnel stability by the Convergence-Confinement Method
1978
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1993
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1976
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1985
Ground response curves for rock tunnels
10.1061/(asce)0733-9410(1983)109:1(15) · 1983
The elasto-plastic response of underground excavations in rock masses that satisfy the Hoek-Brown failure criterion
10.1016/s0148-9062(99)00047-9 · 1999
An empirical safety criterion for tunnel construction
1998
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1971
Tunnel support loading caused by rock failure
1975
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1988
Two-dimensional elastoplastic analysis of a long, cylindrical cavity under non-hydrostatic loading
10.1016/0148-9062(87)90175-6 · 1987
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10.1007/bf01043117 · 1988
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1997
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10.1061/ajgeb6.0000786 · 1979
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1938
Untersuchungen zur Erkenntnis des Gebirgsdruckes
1938
Developments in triaxial testing technique
10.1007/bf01245576 · 1970
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Strength of jointed rock masses. Rankine Lecture
10.1680/geot.1983.33.3.187 · 1983
Estimating Mohr-Coulomb friction and cohesion values from the Hoek-Brown failure criterion
10.1016/0148-9062(90)94333-o · 1990
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Unresolved referenced work
1980
Practical estimates of rock mass strength
10.1016/s1365-1609(97)80069-x · 1997
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Applicability of the Geological Strength Index (GSI) classification for very weak and sheared rock masses. The case of the Athens Schist Formation
10.1007/s100640050031 · 1998
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1979
Les pressions de terrains dans les mines de huiles
1949
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1978
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Discussion on the determination of the shear stress failure in rock masses
10.1061/(asce)0733-9410(1988)114:3(374) · 1988
The Atomic Energy of Canada Limited Underground Research Laboratory: An Overview of Geomechanics Characterization
1993
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1983
Ground response of a circular tunnel in poorly consolidated rock
10.1061/(asce)0733-9410(1996)122:9(703) · doi-reference
The disturbed zone around tunnels in jointed rock masses
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