ISSN:
1434-453X
Source:
Springer Online Journal Archives 1860-2000
Topics:
Architecture, Civil Engineering, Surveying
,
Geosciences
Notes:
Summary Solutions of engineering problems of very deep drilling, geothermal energy production, and high-level nuclear-waste isolation require adequate understanding of the mechanical and transport properties of rocks at relatively low pressures but high temperatures. Accordingly, the thermal expansions of water-saturated Charcoal Granite, Mt. Hood Andesite, and Cuerbio Basalt have been measured at effective confining pressures (P e ) of 5, 50, and 100 MPa to 800° C. The mean coefficient of linear thermal expansion (α) is a function of lithology,P e , temperature (T) and initial porosity (ϕ). For example, for the Charcoal Granite, α increases withT at all pressures. The signature of the alpha-beta transition of quartz is more pronounced at the lower pressures; at 100 MPa α nearly mimics that of a crack-free rock forT〈300° C. α for the andesite atP e =5 MPa ranges from 10 to 15×10−6/°C from 200° to 400° C then decreases gradually to 10.1×10−6/°C at 800° C. At 50 MPa α ranges from 11.7×10−6/°C at 100° C to 8.6×10−6 at 200°C, then increases at a much lower rate to 11×10−6 at 600° C. The basalt, however, has an essentially constant α (11×10−6/°C) forT〉150°C at the lower pressure and shows but a small increase in α from 6 to 9×10−6 from 100° to 800° C at 50 MPa. The difference between measured values of thermal expansion and those calculated from simple mixture-theory relates to new crack porosity generated as a result of differential thermal expansion at the anisotropic grain scale. For the granite, a two to three order of magnitude increase in permeability (k) is predicted from the relation,k∝φ 3.
Type of Medium:
Electronic Resource
URL:
http://dx.doi.org/10.1007/BF01033279
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