Civil Engineering Reference
In-Depth Information
Crusiat, F. D.; Haimson, B. C.: Scale effectsin rock mass stress measurements. Int. J. Rock Mech. Min.
Sci. & Geomech. Abstr. 29, 99 - 117, 1992.
Cundall, P. A.: A computer model for simulating progressive, large-scale movements in blocky rock
systems. In: Proc. ISRM Symp., Nancy, 1971.
Da Silveira, A. F.; Rodrigues, F. P.; Grossmann, N. F.; Mendes, F. M.: Quantitative characterization of
the geometric parameters of jointing in rock masses. In: Proc. 1 st ISRM Congr., Vol. 1, Lisbon,
1966.
Daneshy, A. A.: A study of inclined hydraulic fractures. Soc. Pet. Eng. J. 13, 61 - 68, 1973.
Darcy, H.: Les fontaines publiques de la ville de Dijon, 1856.
Darilek, G. T.: A color borehole television system for developing gas production from Devonian shales.
In: Proc. Unconventional Gas Recovery Symp., Louisville, 1986.
Davydova, N. A.: Interpretation of pressiometric test results with consideration of loaded section final
length. In: Proc. ISRM Symp., Madrid, 1968.
Dawson, K. J.; Istok, J. D.: Aquifer testing: design and analysis of pumping and slug tests. Lewis Pub.:
Chelsea, Mich., 1991.
Deere, D.U.; Hendron, A. J.; Patton, F.D.; Cording, E.J.: Design of surface and near surface construction
in rock. Society of Mining Engineers of AIME, New York, 1967.
Den Outer, A.; Kaashoek, J. F.; Hack, H. R. G. K.: Difficulties with using continuous fractal theory for
discontinuity surfaces. Int. J. Rock Mech. Min. Sci. & Geomech. Abstr. 32, 3 - 10, 1995.
Dershowitz, W.; Busse, R.; Geier, J.; Uchida, M. A.: A stochastic approach for fracture set definition. In:
Proc. 2 nd North American Rock Mech. Symp. (NARMS), Vol. 2, 1996.
Detournay, E.: Elasto-plastic model of a deep tunnel for a rock with variable dilatancy. Rock Mech. Rock
Eng. 19, 99 - 108, 1986.
Detournay, E.; Cheng, A. H.-D.: Fundamentals of poroelasticity. In: Comprehensive Rock Engineering,
Vol. 2, Pergamon Press: Oxford, New York, Seoul, Tokyo, 1993.
Detournay, E.; Cheng, A. H-D.; Roegiers, J.-C.; Mc Lennan, J. D.: Poroelastic considerations in in situ
stress determination by hydraulic fracturing. Int. J. Rock Mech. Min. Sci. & Geomech. Abstr. 26,
507 - 513, 1989.
DGEG (German Geotechnical Society): Empfehlung Nr. 1 des Arbeitskreises Versuchstechnik Fels.
Einaxiale Druckversuche an Gesteinsproben (Uniaxial compression tests on rock specimens).
Bautechnik 56, 217 - 220, 1979a.
DGEG (German Geotechnical Society): Empfehlung Nr. 2 des Arbeitskreises Versuchstechnik Fels. Drei-
axiale Druckversuche an Gesteinsproben (Triaxial compression tests on rock specimens). Bautech-
nik 56, 221 - 224, 1979b.
DGEG (German Geotechnical Society): Empfehlung Nr. 3 des Arbeitskreises Versuchstechnik Fels. Drei-
axiale Druckversuche an geklüfteten Großbohrkernen (Triaxial compression tests on jointed large
scale specimens in the laboratory). Bautechnik 56, 225 - 228, 1979c.
DGEG (German Geotechnical Society): Empfehlung Nr. 4 des Arbeitskreises Versuchstechnik Fels.
Scherversuch in situ (In situ shear tests). Bautechnik 57, 325 - 328, 1980.
DGEG (German Geotechnical Society): Empfehlung Nr. 5 des Arbeitskreises Versuchstechnik Fels.
Punktlastversuche an Gesteinsproben (Point load tests on rock samples). Bautechnik 59, 13 - 15,
1982.
DGEG (German Geotechnical Society): Empfehlung Nr. 7 des Arbeitskreises Versuchstechnik Fels.
Schlitzentlastungs- und Druckkissenbelastungsversuche (Flat jack test). Bautechnik 61, 89 - 93,
1984a.
DGEG (German Geotechnical Society): Empfehlung Nr. 8 des Arbeitskreises Versuchstechnik Fels.
Dilatometerversuche in Felsbohrungen (Dilatometertests in boreholes). Bautechnik 61, 109 - 111,
1984b.
DGEG (German Geotechnical Society): Empfehlung Nr. 9 des Arbeitskreises Versuchstechnik Fels. Was-
serdruckversuch in Fels (Water pressure test in rock mass). Bautechnik 61, 112 - 117, 1984c.
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