Civil Engineering Reference
In-Depth Information
Brown, E. T.; Bray, J. W.; Ladanyi, B.; Hoek, E.: Ground response curves for rock tunnels. J. Geotech.
Eng., 15 - 39, 1983.
Brown, E. T.; Hoek, E.: Trends in relationships between measured in situ stresses and depth. Int. J. Rock
Mech. Min. Sci. & Geomech. Abstr. 15, 211 - 215, 1978.
Brown, S. R.: Fluid flow through rock joints: the effect of surface roughness. J. Geophys. Res. 92, 1337 -
1347, 1987.
Bush, D. D.; Barton, N.: Application of small-scale hydraulic fracturing for stress measurements in
bedded salt. Int. J. Rock Mech. Min. Sci. & Geomech. Abstr. 26, 629 - 635, 1989.
Butenuth, C.; de Freitas, M. H.; Al-Samahiji, D.; Park, H. D.; Cosgrove, J. W.; Schetelig, K.: Observa-
tions on the measurement of tensile strength using the hoop test. Int. J. Rock Mech. Min. Sci. &
Geomech. Abstr. 30, 157 - 162, 1993.
Butenuth, C.; de Freitas, M. H.; Park, H. D.; Schetelig, K.; van Lent, P.; Grill, P.: Observations on the use
of the hoop test for measuring the tensile strength of anisotropic rock. Int. J. Rock Mech. Min. Sci.
& Geomech. Abstr. 31, 733 - 741, 1994.
Cai, Y.; Esaki, T.; Jiang, Y.: A rock bolt and rock mass interaction model. Int. J. Rock Mech. Min. Sci.
41, 1055 - 1067, 2004.
Cai, M.; Horii, H.: A constitutive model and FEM analysis of jointed rock masses. Int. J. Rock Mech.
Min. Sci. & Geomech. Abstr. 30, 351 - 359, 1993.
Cai, M.; Qiao, L.; Yu, J.: Study and tests of techniques for increasing overcoring stress measurement
accuracy. Int. J. Rock Mech. Min. Sci. & Geomech. Abstr. 32, 375 - 384, 1995.
Cain, P.; Yuen, C. M. K.; Le Bel, G. R.; Crawford, A. M.; Lau, D. H. C.: Triaxial testing of brittle sand-
stone using a multiple failure state method. Energy, Mines and Resources, Canada, 1986.
Carranza-Torres, C.; Fairhurst, C.: Application of the convergence-confinement method of tunnel design
to rock masses that satisfy the Hoek-Brown failure criterion. Tunn. Undergr. Sp. Tech. 15(2), 187 -
213, 2000.
Carter, N. L.; Heard, H. C. : Temperature and rate dependent deformation of halite. Am. J. Sci., 269,
193-249, 1970.
Cavers, D. S.: Simple methods to analyze buckling of rock slopes. Rock Mech. 14, 87 - 104, 1981.
CEB (Comite Euro-International du Beton): Model code for concrete structures, Paris, 1978.
Celle, C. C.; Cheatham, J. B.: Anisotropic hardening of an initially isotropic porous limestone. Rock
Mech. 13, 221 - 233, 1981.
CERCHAR (Centre d'Etudes et Recherches de Charbonnages de France): The Cerchar Abrasiveness
Index, Verneuil, 1986.
Chan, H. C.; Einstein, H. H.: Approach to complete limit equilibrium analysis for rock wedges - the
method of “artificial supports”. Rock Mech. 14, 59 - 86, 1981.
Chan, K. S.; Brodsky, N. S.; Fossum, A. F.; Bodner, S. R.; Munson, D. E.: Damage-induced nonassocia-
ted inelastic flow in rock salt. Int. J. of Plasticity 10(6), 623 - 642, 1994.
Chan, K. S.; Fossum, A. F.; Bodner, S. R.; Munson, D. E.: Constitutive representation of damage healing
in WIPP salt. In: Proc. 35 th U. S. Symp. Rock Mech., Brookfield, 1995.
Chan, K. S.; Munson, D. E.; Fossum, A. F.; Bodner, S. R.: A constitutive model for representing coupled
creep, fracture and healing in rock salt. In: Proc. 4 th Conf. on the Mechanical Behavior of Salt,
Montreal 1996. Trans. Tech. Publ., Clausthal, 1998.
Chang, C.; Haimson, B.: True triaxial strength and deformability of the German Continental deep
drilling program (KTB) deep hole amphibolite. J. Geophys. Res. 105, 18999 - 19013, 2000.
Charrua-Graca, J. G.: Dilatometer tests in the study of the deformability of rock masses. In: Proc. 4 th
ISRM Congr., Vol. 2, Montreux, 1979.
Charrua-Graca, J. G.: Scale effect on the deformability and strength characteristics of rock masses. In:
Proc. 6 th ISRM Congr., Vol. 2, Montreal, 1987.
Search WWH ::




Custom Search