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Geomechanik - Fortschritte in der Theorie und Deren Auswirkungen Auf Die Praxis / Geomechanics - Progress in Theory and its Effects on Practice - Vortrage des 20. Geomechanik-Kolloquiums der Osterreichischen Gesellschaft fur Geomechanik / Contributions to the 20th Geomechanical Colloquium of the Austrian Society for Geomechanics (English, French, German, Book)
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Geomechanik - Fortschritte in der Theorie und Deren Auswirkungen Auf Die Praxis / Geomechanics - Progress in Theory and its Effects on Practice - Vortrage des 20. Geomechanik-Kolloquiums der Osterreichischen Gesellschaft fur Geomechanik / Contributions to the 20th Geomechanical Colloquium of the Austrian Society for Geomechanics (English, French, German, Book)
Series: Rock Mechanics Felsmechanik Mecanique des Roches. Supplementa, 2
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An important objective of the civil and mining engineer concerned
with structures in rock such as tunnels, open pits, dam foundations
and so forth is the creation of a safe and efficient design. This
necessitates an estimate of the immediate and long-term performance
of the surface or subsurface opening or foundation, whichever the
case may be. This in turn requires a quantitative estimate of those
physical and mechanical properties of the rock mass which govern
its strength, permeability and deformation charac- teristics. To a
lesser or greater extent, depending upon the type of engineer- ing
structure considered, these properties are a function of the 1)
attitude, 2) geometry and 3) spatial distribution of the joints and
other discontinuities in the mass. All three factors can be
determined, since the joints are detect- able features whose
characteristics can be quantitatively measured and described.
Joints are universally present in rock masses and have strength,
per- meability and deformational characteristics appreciably
different from those of the intact rock. Depending upon the origin
of the joints sets, their characteristics can vary greatly. Not
only can the average spacing between joints vary within wide
limits, but the nature and degree of joint infilling material,
physical characteristics of their planes and their degree of
develop- ment can be vastly different. Because of variations in
these properties one joint set can have very different effects than
another on, for example, shear characteristics. Hence, each joint
set should be examined individually for its properties.
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