Thermal and physical properties of reconsolidated crushed rock salt as a function of porosity and temperature

被引:22
作者
Bauer, Stephen [1 ]
Urquhart, Alexander [1 ]
机构
[1] Sandia Natl Labs, Geomech Dept, POB 5800, Albuquerque, NM 87185 USA
关键词
Backfill; Heat transfer; Nuclear waste isolation; Reconsolidation; Rock mechanics; Thermal properties; CONDUCTIVITY; DEPENDENCE;
D O I
10.1007/s11440-015-0414-8
中图分类号
P5 [地质学];
学科分类号
0709 ; 081803 ;
摘要
Crushed salt can be used as backfill to bury and conduct heat away from radioactive waste in salt repositories. As the crushed salt compacts during reconsolidation, its thermal, mechanical and hydrologic properties will change in a manner related to the porosity. Measurements of crushed salt thermal properties are conducted to evaluate such relationships. A simple mixture theory model is presented to predict thermal conductivity of consolidating salt in repository conditions. Experimental work was completed to evaluate the model by measuring thermal conductivity, thermal diffusivity and specific heat of crushed salt as a function of porosity and temperature. Sample porosity ranged from 0 to 46 %, and measurements were made at ambient pressure, from room temperature to 300 A degrees C. These are the temperature conditions expected in a radioactive waste storage facility. Crushed salt thermal conductivity decreases with increasing porosity and temperature. Thermal diffusivity showed little porosity dependence but decreased with increasing temperature. Specific heat also shows little porosity dependence but increases with increasing temperature. Fracture porosity in deformed bedded salt cores appears to reduce thermal conductivity more dramatically than inter- and intra-granular porosity in consolidated salt. A long-term effort to dry crushed salt at high temperatures resulted in a 0.48 weight-percent loss of water that had resided at grain boundaries and in intra-granular fluid inclusions. While this loss does not significantly affect thermal properties, the release of this water volume could impact the mechanical response of the reconsolidating salt and host rock.
引用
收藏
页码:913 / 924
页数:12
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