1887

Abstract

Summary

The Fjerritslev Formation in the Norwegian-Danish Basin forms the main seal to Upper Triassic-Lower Jurassic sandstone reservoirs. In order to estimate rock properties Jurassic shale samples from deep onshore wells in Danish basin were studied. Mineralogical analysis based on X-ray diffractometry (XRD) of shale samples show about 50% silt and high content of kaolinite in the clay fraction when compared with offshore samples from the Central Graben. Porosity measurements from helium porosimetry-mercury immersion (HPMI), mercury injection capillary pressure (MICP) and nuclear magnetic resonance (NMR) show that, the MICP porosity is 9–10% points lower than HPMI and NMR porosity. Compressibility result shows that deep shale is stiffer in situ than normally assumed in geotechnical modelling and that static compressibility corresponds with dynamic one only at the begining of unloading stress strain data. We found that Kozeny’s modelled permeability fall in the same order of magnitude with measured permeability for shale rich in kaolinite but overestimates permeability by two to three orders of magnitudes for shale with high content of smectite. The empirical Yang and Aplin model gives good permeability estimate comparable to the measured one for shale rich in smectite. This is probably because Yang and Aplin model was calibrated in London clay which is rich in smectite.

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/content/papers/10.3997/2214-4609.20140018
2014-04-06
2024-04-27
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References

  1. Daigle, H. and Dugan, B.
    [2009] Extending NMR data for permeability estimation in fine-grained sediments. Marine and Petroleum Geology, 26, 1419–1427.
    [Google Scholar]
  2. Dewhurst, D.N., Aplin, A.C., Sarda, J.P. and Yang, Y.
    [1998] Compaction driven evolution of porosity and permeability in natural mudstones: An experimental study. Journal of Geophysical Research, 103, 651–661.
    [Google Scholar]
  3. Fjær, E.
    [2009] Static and dynamic moduli of weak sandstone. Geophysics, 74, 103–112.
    [Google Scholar]
  4. Fjær, E., Stroisz, A.M. and Holt, R.M.
    [2012] Combining static and dynamic measurements for evaluation of elastic dispersion. American Rock Mechanics Association proceedings of the 46th US Rock Mechanics / Geomechanics Symposium, Chicago, IL, USA, 24–27 June 2012.
    [Google Scholar]
  5. Hendron, Jr., Mesri, G., Gambe, J.C. and Way, G.
    [1970] Compressibility Characteristics of Shales Measured by Laboratory and In Situ Tests. Determination of the in Situ Modulus of Deformation of Rock, ASTM STP477, American Society for Testing and Material, 137–153.
    [Google Scholar]
  6. Holt, R.M.
    [2012] Static vs. Dynamic Behavior of Shale. American Rock Mechanics Association proceedings of the 46th US Rock Mechanics / Geomechanics Symposium, Chicago, IL, USA, 24–27 June 2012.
    [Google Scholar]
  7. Kim, J.-W., Bryant, W.R., Watkins, J.S. and Tieh, T.T.
    [1999] Electron microscopic observations of shale diagenesis, offshore Louisiana, USA, Gulf of Mexico. Geo-Marine Letter, 18, 234–240.
    [Google Scholar]
  8. Mondol, N.H., Bjørlykke, K., Jahren, J. and Høeg, K.
    [2008] Experimental compaction of clays: relationship between permeability and petrophysical properties in mudstones. Petroleum Geoscience, 14, 319–337.
    [Google Scholar]
  9. Wissa, A.E.Z., Christian, J.T., Davis, E.H. and Heiberg, S.
    [1971] Consolidation at constant rate of strain. Journal of the Soil Mechanics and Foundation Engineering Division, American Society of Civil Engineers, 97, 1393–1413.
    [Google Scholar]
  10. Yang, Y. and Aplin, A.C.
    [2007] Permeability and petrophysical properties of 30 natural mudstones. Journal of Geophysical Research, 112, 14.
    [Google Scholar]
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