Civil Engineering Reference
In-Depth Information
Terzaghi, K.; Jelinek, R.: Theoretische Bodenmechanik. Springer: Berlin, Heidelberg, New York, Tokyo,
1954.
Terzaghi, R. D.: Sources of error in joint surveys. Geotechnique 15, 287 - 304, 1965.
Terzaghi, K.; Richart, F. E.: Stresses in rocks about cavities. Geotechnique 3, 57 - 90, 1952.
Thapa, B. B.; Goodman, R. E.: The induced wedge test for field measurement of joint friction. Int.
J. Rock Mech. Min. Sci. & Geomech. Abstr. 33, 655 - 657, 1996.
Theis, C. V.: The relation between the lowering of the piezometric surface and the rate and duration of
discharge of a well using groundwater storage. Trans. Amer. Geophys. Union, 519 - 524, 1935.
Thiem, A.: Über die Ergiebigkeit artesischer Bohrlöcher, Schachtbrunnen und Filtergalerien. Z. Gas- und
Wasserversorgung, 1870.
Thompson, D. B.: A microcomputer program for interpreting time-lag permeability tests. Groundwater
25(2), 212 - 218, 1987.
Thompson, P.; Corthesy, R; Leite, M. H.: Rock stress measurements at great depth using the modified
doorstopper gauge. In: Proc. Int. Symp. Rock Stress, Kumamoto, 1997.
Thuro, K.; Käsling, H.: Classification of the abrasiveness of soil and rock. Geomechanics and Tunnelling
2, 179 - 188, 2009.
Thut, A.; Naterop, D.; Steiner, P.; Stolz, M.: Tunnelling in squeezing rock - yielding elements and face
control. In: Proc. 8 th Int. Conf. Tunnel Constr. Underground Structures, Ljubljana, 2006.
Tiab, D.; Donaldson, E. C.: Petrophysics - Theory and practice of measuring reservoir rock and fluid
transport properties (2 nd Edition). Elsevier: Oxford, 2004. Online version available at: http://www.
knovel.com/web/portal/browse/display?_EXT_KNOVEL_DISPLAY_bookid=1231&VerticalID=0.
Tien, Y. M.; Kuo, M. C.: A failure criterion for transversely isotropic rocks. Int. J. Rock Mech. Min. Sci.
38, 399 - 412, 2001.
Tien, Y. M.; Kuo, M. C.; Juang, C. H.: An experimental investigation of the failure mechanism of simula-
ted transversely isotropic rocks. Int. J. Rock Mech. Min. Sci. 43, 1163 - 1181, 2006.
Tien, Y. M.; Tsao, P. F.: Preparation and mechanical properties of artificial transversely isotropic rock.
Int. J. Rock Mech. Min. Sci. 37, 1001 - 1012, 2000.
Tollert, H.: Beitrag zur Porosität von Salzgesteinen. Kali und Steinsalz 4(2), 55 - 60, 1964.
Tonon, F.: Generalization of Mauldon's and Goodman's vector analysis of keyblock rotations. J. Geo-
tech. Geoenviron. Eng. 124, 913 - 922, 1998.
Tonon, F.; Chen, S.: Closed-form and numerical solutions for the probability distribution function of
fracture diameters. Int. J. Rock Mech. Min. Sci. 44, 332 - 350, 2007.
Trunk, U.; Hönisch, K.: Klassifizierungssysteme für den Untertagebau - Analyse und Erfahrungen.
Felsbau 8(1), 9 - 12, 1990.
Tse, R.; Cruden, D. M.: Estimating joint roughness coefficients. Int. J. Rock Mech. Min. Sci. & Geomech.
Abstr. 16, 303 - 307, 1979.
Ünal, E.: Determination of in situ deformation modulus: new approaches for plate-loading tests. Int.
J. Rock Mech. Min. Sci. 34, 897 - 915, 1997.
USACE (U. S. Army Corps of Engineers): Proposed standard for pressiometer tests of soft rock - Rock
Testing Handbook No. 362 - 381, Vicksburg, 1982.
USDI (U. S. Dept. of the Interior): Earth Manual (2 nd Edition). App. E-18: Field permeability tests in
boreholes. Bureau of Reclamation, Denver, 573 - 578, 1974.
Valinezhad, N.; Ghasemzadeh, H.; Pahlavan, B.: Interpretation of hydraulic fracturing pressure-time re-
cords to evaluate in-situ stress measurement parameters. In: Proc. 5 th North American Rock Mech.
Symp. (ARMS), Vol. 1, Tehran, 2008.
Vallejo, G.: SRC rock mass classification of tunnels under high tectonic stress excavated in weak rocks.
Eng. Geol. 69, 273 - 285, 2003.
Valliappan, S.; Khalili-Naghadeh, N.: Flow through fissured porous media with deformable matrix. Int.
J. Num. Meth. Eng. 29, 1079 - 1094, 1991.
Search WWH ::




Custom Search