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- W83668030 abstract "The results of fourteen laboratory creep tests on model pillars of four different shales are reported. Initial pillar stresses range from 6.9 MPa (1000 psi) to 69 MPa (10,000 psi) and temperatures range from ambient to 100/sup 0/C. Laboratory response data are used to evaluate the parameters in the transient power-law pillar closure equation similar to that previously used for model pillars of rock salt. The response of the model pillars of shale shows many of the same characteristics as for rock salt. Deformation is enhanced by higher stresses and temperatures, although the shale pillars are not as sensitive to either stress or temperature as are pillars of rock salt. These test results must be considered very preliminary since they represent the initial, or scoping, phase of a comprehensive model pillar test program that will lead to the development and validation of creep laws for clay-rich rocks. 11 refs., 9 figs., 7 tabs." @default.
- W83668030 created "2016-06-24" @default.
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- W83668030 date "1987-10-01" @default.
- W83668030 modified "2023-09-27" @default.
- W83668030 title "Preliminary creep and pillar closure data for shales" @default.
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- W83668030 doi "https://doi.org/10.2172/5833761" @default.
- W83668030 hasPublicationYear "1987" @default.
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