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  • Physical properties of rocks
  • Rock mechanics
  • Springer  (5)
  • American Institute of Physics (AIP)
  • Nature Publishing Group
  • Periodicals Archive Online (PAO)
  • 1985-1989  (4)
  • 1950-1954  (1)
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Year
  • 1
    Electronic Resource
    Electronic Resource
    Springer
    Pure and applied geophysics 127 (1988), S. 607-625 
    ISSN: 1420-9136
    Keywords: Physical properties of rocks ; permeability
    Source: Springer Online Journal Archives 1860-2000
    Topics: Geosciences , Physics
    Notes: Abstract Permeability, resistivity formation factor, and pore volume change were simultaneously measured on samples of Chelmsford granite subjected to confining pressure and pore pressure cycles. Using a technique described in a previous paper, the tangent coefficients of the effective pressure law for permeability α k and for formation factor α F were determined. α k and α F did not differ significantly from one another. They showed a strong stress history dependence as has already been observed for α k in several crystalline rocks. According to the definition of the effective pressure law used here, two physical properties with identical α's must be related through a one-to-one functional relationship. Hence, the observation above suggests that such a relationship may be empirically found between permeability and formation factor. Indeed, analysis of the data revealed that, to a good approximation, permeability was inversely proportional to the formation factor. The same relation has previously been observed in other crystalline rocks. This relationship was included in a recent version of the so-called equivalent channel model. Using this model, the specific surface area of the cracksA c/VS, the standard deviation of the distribution of asperities heightsh and the hydraulic radiusm o were evaluated. The following values were respectively found: 850 cm−1, 0.008 μm and 0.14 μm. The specific surface area of the cracks was independently estimated on micrographs of polished sections using a standard quantitative stereology method. The result was in good agreement with the values estimated from the transport properties data.
    Type of Medium: Electronic Resource
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  • 2
    Electronic Resource
    Electronic Resource
    Springer
    Geotechnical and geological engineering 6 (1988), S. 163-168 
    ISSN: 1573-1529
    Keywords: Rock mechanics ; hemispherical projection ; discontinuity plotting
    Source: Springer Online Journal Archives 1860-2000
    Topics: Geosciences
    Type of Medium: Electronic Resource
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  • 3
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    Springer
    In:  Berlin, Springer, vol. 10, no. Subvol. b, pp. 220, (ISBN 1-4020-0653-5)
    Publication Date: 1988
    Keywords: Rheology ; Elasticity ; Inelastic ; Rock mechanics
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  • 4
    Electronic Resource
    Electronic Resource
    Springer
    Geotechnical and geological engineering 5 (1987), S. 331-342 
    ISSN: 1573-1529
    Keywords: Rock mechanics ; coal ; compressive strength ; petrography
    Source: Springer Online Journal Archives 1860-2000
    Topics: Geosciences
    Notes: Summary The objective of this study is to determine the parameters which influence coal's mechanical behaviour. The two coals examined (HBL, Simon, France and Barro Banco, Brazil) structurally originated from different deposits. The differences are readily explained by the contrasting composition of vitrain, clarain, durain and fusain. Their mechanical behaviour is linked to their petrographical composition. The Lorrainain coal behavioural pattern was evaluated. It is elastobrittle or elastoplastic with progressive failure. Brazilian coal behaves according to a pattern of elastoplastic with progressive failure or perfect elastoplastic.
    Type of Medium: Electronic Resource
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  • 5
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    Springer
    In:  Professional Paper, Landolt Börnstein (6. Edition) III. Band: Astronomie und Geophysik, Berlin, Springer, vol. 7, no. XVI:, pp. 326-330, (ISBN: 3-540-23712-7)
    Publication Date: 1952
    Keywords: Elasticity ; Rock mechanics ; Physical properties of rocks
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