1887

Abstract

Summary

We have performed a comparative study of undrained triaxial testing with five different laboratories, to explore the reproducibility of test results. Opalinus Clay was sourced as testing material from a borehole at the Mont Terri URL. Cores were vacuum-sealed, and resin impregnated immediately after recovery. Systematic determination of basic properties such as water content, grain density and bulk mineralogy of specimens after testing assisted in diagnostic test evaluation. A detailed testing protocol was requested to avoid specimen damage during initial loading («swelling») and to verify specimen saturation. A balanced pore fluid was used for testing, and a consolidation phase was performed to reach specific target effective stress levels prior to the shear phase. One laboratory deviated from these protocols, as it did not use an external pore fluid. Instead, specimens were brought to variable saturation levels in a desiccator prior to assembling them into the rig. For specimens with almost identical basic properties, the test results were indeed found to be in very good agreement, despite the different procedures applied. Differences in test results can be attributed to material heterogeneity. The study provides compelling evidence that robust triaxial testing can be achieved with shales.

Loading

Article metrics loading...

/content/papers/10.3997/2214-4609.201900267
2019-04-28
2024-04-23
Loading full text...

Full text loading...

References

  1. Bossart, P. and Thury, M.
    (eds) [2008] Mont Terri Rock Laboratory – Project, Programme 1996 to 2007 and Results. Reports of the Swiss Geological Survey No. 3. Swiss Geological Survey, Wabern.
    [Google Scholar]
  2. Ewy, R.T.
    [2015] Shale/claystone response to air and liquid exposure, and implications for handling, sampling and testing. International Journal of Rock Mechanics & Mining Sciences, 80, 388–401.
    [Google Scholar]
  3. [2018] Practical approaches for addressing shale testing challenges associated with permeability, capillarity and brine interactions. Geomechanics for Energy and the Environment14, 3–15.
    [Google Scholar]
  4. Favero, V., Ferrari, A. and Laloui, L.
    [2018] Anisotropic Behaviour of Opalinus Clay Through Consolidated and Drained Triaxial Testing in Saturated Conditions. Rock Mechanics and Rock Engineering, 51 (5), 1305–1319.
    [Google Scholar]
  5. Ferrari, A., Favero, V., Marschall, P. and Laloui, L.
    [2014] Experimental analysis of the water retention behaviour of shales. International Journal of Rock Mechanics & Mining Sciences, 72, 61–70.
    [Google Scholar]
  6. Giger, S.B., Ewy, R.T., Favero, V., Stankovic, R. and Keller, L.M.
    [2018]: Consolidated-undrained triaxial testing of Opalinus Clay: Results and method validation. Geomechanics for Energy and the Environment, 14, 16–28.
    [Google Scholar]
  7. Head, K.H.
    [1998] Manual of soil laboratory testing, volume 3: Effective stress tests. Chichester, U.K.: John Wiley & Sons.
    [Google Scholar]
  8. Steiger, R.P. and Leung, P.K.
    [1992] Quantitative determination of the mechanical properties of shales. In: SPE Drilling Engineering, 9, 181–185.
    [Google Scholar]
  9. Wersin, P., Mazurek, M., Waber, H. N., Mäder, Urs K., Gimmi, T., Rufer, D. and de Haller, A.
    [2013] Rock and porewater characterisation on drillcores from the Schlattingen borehole. Nagra Arbeitsbericht NAB 12-054.
    [Google Scholar]
http://instance.metastore.ingenta.com/content/papers/10.3997/2214-4609.201900267
Loading
/content/papers/10.3997/2214-4609.201900267
Loading

Data & Media loading...

This is a required field
Please enter a valid email address
Approval was a Success
Invalid data
An Error Occurred
Approval was partially successful, following selected items could not be processed due to error