Thermal Effects on Discontinuity Behavior: A Laboratory Scale Study
2018
The growing global population is leading to reduced space and a need for more resources. This is causing engineered
structures to be designed within rock masses at greater depths, and subjected to significant thermo-mechanical loading. Numerous
hydro-thermo-mechanical in-situ experiments, including block tests and heated plate load tests have demonstrated the effects of
temperature on discontinuity mechanics at a large scale. In this study we propose two methodologies for the multi-stage testing of
discontinuity shear strength at incremental temperatures under triaxial conditions. The two methodologies result in different thermo-mechanical
behavior of the specimens. If deformation of the specimen is constrained during heating, no change in residual shear
strength of the discontinuity is seen, however, if the specimen is unloaded and free to deform under thermal loading, it displays
reduced shear strength upon reloading. This preliminary data has potential implications for the design of engineered structures in
these elevated thermo-mechanical environments.
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