Thermal expansion and cracking of three confined water-saturated igneous rocks to 800°C

SummarySolutions 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 (Pe) of 5, 50, and 100 MPa to 800° C. The mean coefficient of linear thermal expansion (α) is a function of lithology,Pe, 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 atPe=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∝φ3.

[1]  H. C. Heard,et al.  Effect of pressure and stress on water transport in intact and fractured gabbro and granite , 1980 .

[2]  W. F. Brace,et al.  Some new measurements of linear compressibility of rocks , 1965 .

[3]  S. Bauer,et al.  Effects Of Slow Uniform Heating On The Physical Properties Of The Westerly And Charcoal Granites , 1979 .

[4]  M. Zoback,et al.  The effect of microcrack dilatancy on the permeability of westerly granite , 1975 .

[5]  P. S. Turner Thermal-expansion stresses in reinforced plastics , 1946 .

[6]  J. B. Walsh,et al.  Permeability of granite under high pressure , 1968 .

[7]  J. B. Walsh Theoretical bounds for thermal expansion, specific heat, and strain energy due to internal stress , 1973 .

[8]  T. Madden,et al.  The effect of pressure on the electrical resistivity of water‐saturated crystalline rocks , 1965 .

[9]  H. C. Heard Thermal expansion and inferred permeability of climax quartz monzonite to 300°C and 27.6 MPa , 1980 .

[10]  J. C. Jaeger,et al.  Fundamentals of rock mechanics , 1969 .

[11]  Effects of water-saturation on strength and ductility of three igneous rocks at effective pressures to 50 MPa and temperatures to partial melting , 1981 .

[12]  Kate Hadley,et al.  Comparison of calculated and observed crack densities and seismic velocities in westerly granite , 1976 .

[13]  M. Paterson,et al.  Experimental deformation of partially-melted granite , 1979 .

[14]  W. Durham,et al.  Effects of pressure and temperature on the thermal properties of a salt and a quartz monzonite , 1981 .

[15]  M. Paterson,et al.  The α–β Inversion in quartz: A coherent phase transition under nonhydrostatic stress , 1969 .

[16]  J. B. Walsh The effect of cracks on the compressibility of rock , 1965 .

[17]  Gene Simmons,et al.  Thermal expansion behavior of igneous rocks , 1974 .

[18]  W. D. Kingery,et al.  Introduction to Ceramics , 1976 .

[19]  W. Brace,et al.  Direct observation of microcavities in crystalline rocks , 1974 .

[20]  R. Bradt,et al.  Influence of Grain Size on Effects of Thermal Expansion Anisotropy in MgTi2O5 , 1973 .

[21]  G. Simmons,et al.  Thermal cycling cracks in three igneous rocks , 1978 .

[22]  J. Byerlee,et al.  Permeability changes during the flow of water through westerly granite at temperatures of 100°–400°C , 1978 .

[23]  J. B. Walsh,et al.  Effect of pressure and saturating fluid on the thermal conductivity of compact rock , 1966 .

[24]  A. Gangi,et al.  Variation of whole and fractured porous rock permeability with confining pressure , 1978 .

[25]  J. Handin,et al.  Strength and ductility of four dry igneous rocks at low pressures and temperatures to partial melting , 1979 .

[26]  H. C. Heard,et al.  Elastic moduli, thermal expansion, and inferred permeability of Climax quartz monzonite and Sudbury gabbro to 500/sup 0/C and 55 MPa , 1981 .

[27]  Terry Engelder,et al.  The permeability of whole and jointed Barre Granite , 1979 .

[28]  G. Simmons,et al.  The effect of cracks on the thermal expansion of rocks , 1977 .

[29]  E. Silver,et al.  Cracks and Pores: A Closer Look , 1972, Science.

[30]  Brian J. Skinner,et al.  SECTION 6: THERMAL EXPANSION , 1966 .

[31]  H. C. Heard,et al.  Elastic moduli, thermal expansion, and inferred permeability of two granites to 350°C and 55 megapascals , 1982 .

[32]  Teng-fong Wong,et al.  Thermal expansion of rocks; some measurements at high pressure , 1979 .

[33]  E. H. Kerner The Elastic and Thermo-elastic Properties of Composite Media , 1956 .

[34]  W. M. Bruner,et al.  Crack growth and the thermoelastic behavior of rocks , 1979 .