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| Dynamic impact compression characteristics and damage mechanism of freeze-thaw sandstones with different saturation levels |
| JIA Peng,LU Jialiang,MAO Songze,GUO Ziming,WANG Yin |
| (School of Resources and Civil Engineering,Northeastern University,Shenyang,Liaoning 110819,China) |
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Abstract To investigate the impact of saturation on the dynamic impact compression properties of freeze-thawed sandstone,red sandstone specimens with saturations ranging from 0% to 100% were subjected to dynamic impact compression tests following 0,25 and 50 freeze-thaw cycles. The findings reveal that,for the same number of freeze-thaw cycles,increasing saturation leads to a progressive deterioration in the dynamic mechanical properties of the rock samples. Similarly,when saturation levels are held constant,greater numbers of freeze-thaw cycles result in diminishing dynamic mechanical properties,characterized by reduced peak strength,heightened peak strain,and increased fractal dimensions. Notably,the influence of saturation on the dynamic mechanical properties of freeze-thawed rock samples is more substantial than that of the freeze-thaw cycle count. When the saturation level is below 25%,the increase in freeze-thaw cycles has a comparatively minor impact on the dynamic mechanical properties of the rock samples. Conversely,when the saturation exceeds 25%,the cumulative freeze-thaw damage within the rock samples intensifies with additional freeze-thaw cycles,leading to a more pronounced deterioration in dynamic properties. As saturation levels rise,internal damage within the freeze-thawed rock samples becomes more severe,resulting in the development of pores,intergranular,and intragranular cracks. This,in turn,amplifies the fragmentation of the rock samples when subjected to impact loads and diminishes energy utilization during impact.
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