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  • 1
    Electronic Resource
    Electronic Resource
    Springer
    Rock mechanics and rock engineering 21 (1988), S. 139-148 
    ISSN: 1434-453X
    Source: Springer Online Journal Archives 1860-2000
    Topics: Architecture, Civil Engineering, Surveying , Geosciences
    Type of Medium: Electronic Resource
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  • 2
    Electronic Resource
    Electronic Resource
    Springer
    Rock mechanics and rock engineering 20 (1987), S. 39-55 
    ISSN: 1434-453X
    Source: Springer Online Journal Archives 1860-2000
    Topics: Architecture, Civil Engineering, Surveying , Geosciences
    Notes: Summary This novel method for reproducibly cutting joints in real rock will allow shearing of identical joints under varying stress paths. Shearing of such identical joints will greatly reduce the effect of sample variation and the need for scaling results. Joint surfaces are cut with a diamond band saw through a computer controlled feed table. As constructed, the system is capable of cutting samples 20.3 cm (8 in) thick and 30.5 cm (12 in) long. The 6.35 mm (0.25 in) blade used in these tests allows cuts with a maximum radius of curvature of 1.6 cm (0.625 in). A maximum asperity inclination (i) of 28 degrees is possible with the largest samples. These characteristics, in general, are not inherent in the method but rather imposed by the current dimensions of the device. The resulting surfaces, which have been produced in limestone, are analyzed in terms of surface finish at a micro scale, geometrical conformity to the desired surface, reproducibility of the surface and matchability of the two surfaces produced by one cut. These measures indicate a high level of accuracy which should produce repeatable test results when the joints are sheared under laboratory conditions.
    Type of Medium: Electronic Resource
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  • 3
    Electronic Resource
    Electronic Resource
    Springer
    Rock mechanics and rock engineering 22 (1989), S. 1-23 
    ISSN: 1434-453X
    Source: Springer Online Journal Archives 1860-2000
    Topics: Architecture, Civil Engineering, Surveying , Geosciences
    Notes: Summary Techniques presented herein show how reflected voltage pulses from coaxial antenna cable grouted in rock masses can be employed to quantify the type and magnitude of rock mass deformation. This measurement is similar to that obtained from a combined full profile extensometer (to measure local extension) and inclinometer (to measure local shearing). Rock mass movements deform the grouted cable, which locally changes cable capacitance and thereby the reflected wave form of the voltage pulse. Thus, by monitoring changes in these reflection signatures, it is possible to monitor rock mass deformation. This paper presents laboratory measurements necessary to quantitatively interpret the reflected voltage signatures. Cables were sheared and extended to correlate measured cable deformation with reflected voltage signals. Laboratory testing included development of grout mixtures with optimum properties for field installation and performance of a TDR (Time Domain Reflectometry) monitoring system. Finally, the interpretive techniques developed through laboratory measurements were applied to previously collected field data to extract hitherto unrealized information.
    Type of Medium: Electronic Resource
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  • 4
    Electronic Resource
    Electronic Resource
    Springer
    Rock mechanics and rock engineering 33 (2000), S. 207-214 
    ISSN: 1434-453X
    Source: Springer Online Journal Archives 1860-2000
    Topics: Architecture, Civil Engineering, Surveying , Geosciences
    Type of Medium: Electronic Resource
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  • 5
    Electronic Resource
    Electronic Resource
    New York, NY [u.a.] : Wiley-Blackwell
    International Journal for Numerical and Analytical Methods in Geomechanics 7 (1983), S. 117-127 
    ISSN: 0363-9061
    Keywords: Engineering ; Engineering General
    Source: Wiley InterScience Backfile Collection 1832-2000
    Topics: Architecture, Civil Engineering, Surveying , Geosciences
    Notes: A coupled finite element-rigid block model for the transient analysis of caverns in jointed media is presented. This coupling permits the modelling of lined openings in a jointed rock mass as well as the propagation of stress waves to the cavern. Both the finite element and the rigid block algorithms employ explicit time integration; an efficient, stable scheme is developed for coupling the two algorithms. Two numerical examples are given: one is a simple validation, the second is a representation of a lined cavern in a sparsely jointed medium.
    Additional Material: 5 Ill.
    Type of Medium: Electronic Resource
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