Experimental investigation of the influence of high water pressure on dynamic strength and deformation characteristics of red sandstone

被引:0
|
作者
Jin J. [1 ]
Sun J. [1 ]
Yang H. [1 ]
机构
[1] School of Civil and Surveying Engineering, Jiangxi University of Science and Technology, Jiangxi, Ganzhou
基金
中国国家自然科学基金;
关键词
average strain rate; effect mechanism; high water pressure; peak stress; rock mechanic;
D O I
10.13722/j.cnki.jrme.2022.1259
中图分类号
学科分类号
摘要
The deep rock mass is in a high water pressure and high geo-stress occurrence environment,the dynamic mechanical properties of rocks are deeply affected by the occurrence environment. In order to investigate the effects of the high water pressure and the high geo-stress on the dynamic mechanical properties of rock mass, based on a self-developed high water pressures and high geo-stress rock dynamic test device,impact tests are carried out on red sandstone samples under different water pressures and axial static stresss. The variation rules of the dynamic peak stress,the ultimate strain,the average strain rate and the dynamic deformation modulus of red sandstones under different water pressures are analyzed respectively. The relationship among the average strain rate,the dynamic peak stress and the ultimate strain are explored. Empirical models for the relationship between the water pressure and the peak stress,the ultimate strain,the average strain rate,and for the relationship between the ultimate strain and the average strain rate are constructed. The strength and deformation characteristics of the microstructure of rocks under the water pressure are analyzed based on sliding crack model and the influence mechanisms of the water pressure on the dynamic mechanical properties of rocks are explored. The results show that,under the same axial static stress,the peak stress of rock samples increases gradually with the increase of the water pressure,and the peak stress shows a good logarithmic function distribution with the water pressure. Besides,the average strain rate and the ultimate strain of rock samples both decrease exponentially with the increase in the water pressure. The Meniscus effect,the Stefan effect and the Newtonian internal friction effect of the water in the fractured surface of red sandstone and the external water pressure inhibit the initiation and expansion of the fissures,and thus improve the compressive strength and deformation resistance of red sandstone at dynamic loading level. The research results are beneficial to the perfection of deep rock dynamic theory and provide a theoretical basis for the safe and efficient design and construction of blasting excavation in rock mass engineering with deep high water pressure environment. © 2023 Academia Sinica. All rights reserved.
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页码:2372 / 2384
页数:12
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  • [1] LI Shucai, XU Zhenhao, HUANG Xin, Et al., Classification,geological identification,hazard mode and typical case studies of hazard-causing structures for water and mud inrush in tunnels, Chinese Journal of Rock Mechanics and Engineering, 37, 5, pp. 1041-1069, (2018)
  • [2] HE Manchao, Progress and challenges of soft rock engineering in depth[J], Journal of China Coal Society, 39, 8, pp. 1409-1417, (2014)
  • [3] XUE Yiguo, KONG Fanmeng, YANG Weimin, Et al., Main unfavorable geological conditions and engineering geological problems along Sichuan-Tibet railway[J], Chinese Journal of Rock Mechanics and Engineering, 39, 3, pp. 445-468, (2020)
  • [4] CAI Shuling, LI Erbing, TAN Yuehu, Et al., Analytical analysis on collapse effect of insoluble interbed in bedded salt cavern under blasting loading[J], Chinese Journal of Rock Mechanics and Engineering, 37, 8, pp. 1873-1883, (2018)
  • [5] JIN Jiefang, Stress wave propagation and dynamic fatigue mechanical properties of rock under load, pp. 93-94, (2021)
  • [6] GONG Fengqiang, LI Xibing, LIU Xiling, Experimental study of dynamic characteristics of sandstone under one-dimensional coupled static and dynamic loads[J], Chinese Journal of Rock Mechanics and Engineering, 29, 10, pp. 2076-2085, (2010)
  • [7] JIN Jiefang, YANG Yi, LIAO Zhanxiang, Et al., Effect of dynamic loads and geo-stresses on response characteristics of rocks[J], Chinese Journal of Rock Mechanics and Engineering, 40, 10, pp. 1990-2022, (2021)
  • [8] GONG Fengqiang, LI Xibing, LIU Xiling, Preliminary experimental study of characteristics of rock subjected to 3D coupled static and dynamic loads[J], Chinese Journal of Rock Mechanics and Engineering, 30, 6, pp. 1179-1190, (2011)
  • [9] FANG Jie, YAO Qiangling, WANG Weinan, Et al., Experimental study on damage characteristics of siltstone under water action[J], Journal of China Coal Society, 43, Supp.2, pp. 412-419, (2018)
  • [10] YUAN Pu, MA Ruiqiu, Split hopkinson pressure bar tests and analysis of coalmine sandstone with various moisture contents[J], Chinese Journal of Rock Mechanics and Engineering, 34, pp. 2888-2893, (2015)