Experimental study on the mechanical properties of rocks at high temperature

被引:0
作者
ZHANG LianYingMAO XianBiao LU AiHong School of SciencesChina University of Mining and TechnologyXuzhou China School of Math and Physical ScienceXuzhou Institute of TechnologyXuzhou China State Key Laboratory of Geomechanics and Deep Underground EngineeringChina University of Mining and TechnologyXuzhou China [1 ,2 ,1 ,3 ,1 ,3 ,1 ,221116 ,2 ,221008 ,3 ,221008 ]
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关键词
rock mechanics; high temperature effect; mechanical properties; experimental study;
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中图分类号
TU458 [室内岩石试验];
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摘要
The mechanical properties of marble,limestone,and sandstone as well as the stress-strain curve,the varying characteristics of the peak strength,the peak strain and elastic modulus were studied by using the MTS810 Rock Mechanics Servo-controlled Testing System under the action of temperatures ranging from room temperature to 800℃.Results show that (1) the peak strength and elastic modulus of marble fluctuate at the temperature from normal to 400℃ ;and they decrease gradually over 400 ℃.(2) With the rise of the temperature,the peak strength and elastic modulus of limestone show downward trend from normal temperature to 200℃ ;have little change from 200 ℃ to 600 ℃;and decrease sharply over 600 ℃.(3) The peak strength of sandstone shows a downward trend while a little change for elastic modulus at normal temperature to 200 ℃;and from 200 ℃ to 600 ℃,the peak strength of sandstone increases while a little change for elastic modulus;the peak strength and elastic modulus decrease rapidly at the temperature over 600℃.(4) The peak strain of limestone shows little change at normal temperature to 600℃,however,the peak strain increases rapidly over 600℃ ;and for marble and sandstone,the peak strain decreases with the rise of the temperature from normal temperature to 200℃,the peak strain increases rapidly over 200℃.The result can provide valuable references for the rock engineering design at high temperature.
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页码:331 / 331
页数:1
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