4.6 Article

Thermal damage pattern and thresholds of granite

Journal

ENVIRONMENTAL EARTH SCIENCES
Volume 74, Issue 3, Pages 2341-2349

Publisher

SPRINGER
DOI: 10.1007/s12665-015-4234-9

Keywords

Thermal damage; Physical and mechanical properties; Micro-mechanism; Phase transformation; Critical threshold

Funding

  1. State Basic Research and Development Program of China [2013CB036003]
  2. Priority Academic Program Development of Jiangsu Higher Education Institutions, Transport project [2013318J12330]
  3. National Science Youth Foundation of China [41102201, 41302233, 51309222]

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High temperature may lead to the development of new microcracks or growth of pre-existing microcracks within granite, varying its physical and mechanical properties. Experiments were conducted to study the evolution of the physical and mechanical properties of granite specimens from room temperature to 800 degrees C. The specimens were heated in heating furnace and uniaxial compression tests were done using MTS servo-controlled testing machine. The results indicate five phases in the variation of physical and mechanical properties with temperature: from room temperature to 100, 100-300, 300-400, 400-600, and 600-800 degrees C. The first phase corresponds to the vaporization-escaping interval of adhered water, bound water, and structural water. Larger changes of physical and mechanical parameters in the temperature range of 300-600 degrees C, mostly 400-600 degrees C, are probably caused by the transition from the brittle state to plasticity (or ductility) of granite, and 400 degrees C may be a critical threshold of its thermal damage. These results confirm the important link among physical and mechanical properties in response to thermal treatment.

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