(1. School of Resources and Safety Engineering,Central South University,Changsha,Hunan 410083,China;2. Hunan Key Laboratory of Resources Exploitation and Hazard Control for Deep Metal Mines,Central South University,Changsha,Hunan 410083,China)
Abstract:Under different temperatures(20 ℃,100 ℃,200 ℃,300 ℃),the impact experiments of sandstone samples with different axial pressures(0,20,60,80 MPa) were carried out by a self-developed dynamic testing system under thermo-mechanical coupling. With the test results,the damage dissipation energy of rock under thermo-mechanical coupling can be calculated based on the principle of energy dissipation in conventional split Hopkinson pressure bar(SHPB). The results show that,at a given dynamic load,rock samples at temperatures of 20 ℃,200 ℃ and 300 ℃ and axial pressure of 20 MPa have the maximal energy-absorb capability;but at temperature of 100 ℃,rock samples under axial pressure of 0 MPa have the maximal energy-absorb capability. The results are helpful for understanding rock fracture mechanism of rock under high temperatures and can be used in the practical rock engineering.
尹土兵. 考虑温度效应的岩石动力学行为研究[博士学位论文][D].长沙:中南大学,2012.(YIN Tubing. Study on dynamic behavior of rocks considering thermal effect[Ph. D. Thesis][D]. Changsha:Central South University,2012.(in Chinese))
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