OFR-120-80 The Effect Of In Situ Retorting On Oil Shale Pillars

The National Institute for Occupational Safety and Health (NIOSH)
L. Ozdemir
Organization:
The National Institute for Occupational Safety and Health (NIOSH)
Pages:
387
File Size:
100482 KB
Publication Date:
Jan 1, 1981

Abstract

An investigation was made to determine the mechanical properties of oil shale at elevated temperatures and confining pressures, the thermal properties at elevated temperatures, and to provide mathematical models for mine design for in situ oil shale retorting. A review of current activity in in situ retorting is included with a comprehensive list of references. Tests were run at temperatures from 20°C to 500°C and confining pressures to 1500 psi with shale of 10 to 30 gallons per ton. A major loss of strength occured in heating 140°C with a partial regain from 380°C to 500°C. Higher grade shale had lower compressive strength. Elastic properties showed large variations. Brazilian tensile strength showed a similar temperature sensitivity as the compressive strength. Equations were developed for each property in terms of grade, temperature and pressure. Thermal, electrical and acoustical properties showed anomalies through the temperature range. Creep is a major factor in overall deformation of heated shale. Oil shale was found to be an excellent insulator. Loss of pillar support area at 800 hours of heating would be about 10 percent. Good correlation was found between a finite element model using the developed properties and an in situ heater test.
Citation

APA: L. Ozdemir  (1981)  OFR-120-80 The Effect Of In Situ Retorting On Oil Shale Pillars

MLA: L. Ozdemir OFR-120-80 The Effect Of In Situ Retorting On Oil Shale Pillars. The National Institute for Occupational Safety and Health (NIOSH), 1981.

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