Study on the Dynamic Mechanical Behavior of Freezing Sandstone under Dynamic Compression Loading

  • Liu Hongwei ,
  • Zhao Xiaoling ,
  • Sun Jiaxin ,
  • Li Rui ,
  • Bao Weiyue
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  • 1. School of Civil Engineering, Tianjin University, Tianjin 300350, P. R. China;
    2. Guangdong Provincial Key Laboratory of Deep Earth Sciences and Geothermal Energy Exploitation and Utilization, Institute of Deep Earth Sciences and Green Energy, Shenzhen University, Shenzhen, Guangdong 518060, P. R. China;
    3. Institute of Deep Earth Science and Green Energy, Shenzhen Univeristy, Shenzhen, Guangdong 518060, P. R. China;
    4. College of Architecture and Civil Engineering, Xi'an University of Science and Technology, Xi'an, 710054, P. R. China

Received date: 2025-03-21

  Online published: 2026-01-26

Abstract

In the development of underground projects in cold areas, the surrounding rock mass is in an environment with low temperature for a long time, and its internal free water freezes, which significantly affects the mechanical properties of the surrounding rock mass. At the same time, the underground projects will be subjected to earthquake, blasting and other dynamic loads, resulting in instability failure. However, current study on the dynamic compressive properties of frozen rock is insufficient. In order to explore the compression characteristics of frozen rock under dynamic load, the dynamic compression tests of red sandstone were carried out by using split Hopkinson pressure bar. The effect of temperature and water content on dynamic compression properties of red sandstone was analyzed, and the relationship between the degree of fragmentation and energy dissipation was revealed. The results show that: (1) The dynamic compressive strength, strain and elastic modulus of frozen red sandstone present a significant effect of temperature and strain rate. With the water content increases, the dynamic compressive strength and dynamic elastic modulus increase, while the dynamic peak strain decreases. (2) The dissipated energy of frozen red sandstone increases with the decrease of temperature and the increase of strain rate, and decreases with the increase of water content. (3) The degree of fragmentation and fractal dimension of frozen red sandstone are closely related to temperature, water content and strain rate. With the decrease of temperature or the increase of strain rate, the degree of fragmentation and fractal dimension of frozen red sandstone increase. With the water content increases, the degree of fragmentation and fractal dimension of low temperature frozen red sandstone decrease. (4) In addition, the fractal dimension of rock increases with the increase of dissipated energy density. The findings of this study provide guidance for the construction and protection of civil, hydraulic, tunnel, and other engineering projects in cold regions, which have significant engineering value.

Cite this article

Liu Hongwei , Zhao Xiaoling , Sun Jiaxin , Li Rui , Bao Weiyue . Study on the Dynamic Mechanical Behavior of Freezing Sandstone under Dynamic Compression Loading[J]. Chinese Journal of Underground Space and Engineering, 2025 , 21(S2) : 643 -650 . DOI: 10.20174/j.JUSE.2025.S2.13

References

[1] 陈仁升,康尔泗,吴立宗,等.中国寒区分布探讨[J].冰川冻土,2005(4):469-475.
[2] 徐光苗,刘泉声,彭万巍,等.低温作用下岩石基本力学性质试验研究[J].岩石力学与工程学报,2006(12):2502-2508.
[3] 奚家米,杨更社,庞磊,等.低温冻结作用下砂质泥岩基本力学特性试验研究[J].煤炭学报,2014,39(7):1262-1268.
[4] 杨更社,魏尧,申艳军,等.冻结饱和砂岩三轴压缩力学特性及强度预测模型研究[J].岩石力学与工程学报,2019,38(4):683-694.
[5] Inada Y,Yokota K.Some studies of low temperature rock strength[J].International Journal of Rock Mechanics and Mining Sciences and Geomechanics Abstracts,1984,21(3):145-153.
[6] 刘波,孙颜顶,袁艺峰,等.不同含水率冻结砂岩强度特性及强度强化机制[J].中国矿业大学学报,2020,49(6):1085-1093,1127.
[7] 杨阳,杨仁树,王建国,等.低温条件下红砂岩动态力学性能试验研究[J].煤炭学报,2018,43(4):967-975.
[8] 杨阳.低温作用下岩石动态力学性能试验研究[D].北京:中国矿业大学,2016.
[9] 孙友杰,戚承志,朱华挺,等.岩石动态断裂过程的能量分析[J].地下空间与工程学报,2020,16(1):43-49.
[10] 平琦,骆轩,马芹永,等.冲击载荷作用下砂岩试件破碎能耗特征[J].岩石力学与工程学报,2015,34(增2):4197-4203.
[11] 赵忠虎,谢和平.岩石变形破坏过程中的能量传递和耗散研究[J].四川大学学报(工程科学版),2008(2):26-31.
[12] 杨圣奇,徐卫亚,苏承东.岩样单轴压缩变形破坏与能量特征研究[J].固体力学学报,2006(2):213-216.
[13] 卢芳云,陈荣,林玉亮,等.霍普金森杆实验技术[M].北京:科学出版社,2013.
[14] 中华人民共和国国家质量监督检验检疫总局,中国国家标准化管理委员会.煤和岩石物理力学性质测定方法第7部分:单轴抗压强度测定及软化系数计算方法(GB/T 23561.7-2009)[S].北京:中国标准出版社,2009.
[15] 李夕兵.岩石动力学基础与应用[M].北京:科学出版社,2014.
[16] 林钢.冲击动载作用下冻结砂岩的力学特性及破坏机制研究[D].徐州:中国矿业大学,2021.
[17] 朱晶晶,李夕兵,宫凤强,等.冲击载荷作用下砂岩的动力学特性及损伤规律[J].中南大学学报(自然科学版),2012,43(7):2701-2707.
[18] 平琦.煤矿深部岩石动态力学特性试验研究及其应用[D].淮南:安徽理工大学,2013.
[19] 方士正.负温环境下弱胶结红砂岩动态力学性质试验研究[D].北京:中国矿业大学,2020.
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