中国科学院机构知识库网格
Chinese Academy of Sciences Institutional Repositories Grid
A Combined Non-Destructive Prediction Method for Evaluating the Uniaxial Compressive Strength of Rocks Under Freeze-Thaw Cycles

文献类型:期刊论文

作者Su, Zhouzhou2,3; Tan, Xianjun2; Chen, Weizhong2; Ma, Wei4; Zhang, Chaoxuan2,3; Xu, Fei1,2
刊名ARABIAN JOURNAL FOR SCIENCE AND ENGINEERING
出版日期2022-10-01
卷号47期号:10页码:13365
ISSN号2193-567X
关键词Uniaxial compressive strength Freeze-thaw cycles Non-destructive testing Nuclear magnetic resonance
英文摘要Freeze-thaw degradation of rocks is an unavoidable problem in geotechnical engineering in cold regions, and the uniaxial compressive strength (UCS) of rocks is considered to be one of the most important parameters in rock engineering practices. In this study, we examine the relationships between UCS and porosity, longitudinal wave velocity, and mass of the rock under freeze-thaw cycling conditions using three non-destructive testing methods (nuclear magnetic resonance, wave velocity, and weight) and uniaxial compression test. Our experimental results show that: (1) the freeze-thaw damage of the rock is mainly due to the increase in the number of micro-pores and meso-pores, which is also the main reason for the decrease in the uniaxial compressive strength of the rock; (2) the rock damage exhibits three forms under freeze-thaw cycles: splitting damage, cone damage, and multi-crack damage. The freeze-thaw cycles induce internal cracks in the rock; (3) all three of these indexes show some correlations with the UCS, but none of the individual indexes can reflect it well enough alone. Among the three indexes, porosity is the best to reflect the changes of UCS with freeze-thaw cycles, with a correlation coefficient of 0.8. Based on these results, we propose a combined non-destructive prediction model. The comparison results show that the proposed model is more accurate than any of the single-index prediction models, with a correlation coefficient up to 0.943.
学科主题Science & Technology - Other Topics
语种英语
出版者SPRINGER HEIDELBERG
WOS记录号WOS:000785596400001
源URL[http://119.78.100.198/handle/2S6PX9GI/35380]  
专题中科院武汉岩土力学所
作者单位1.Structural Health Monitoring and Control Institute, Shijiazhuang Tiedao University, Shijiazhuang, Hebei 050043, China
2.State Key Laboratory of Geomechanics and Geotechnical Engineering, Institute of Rock and Soil Mechanics, Chinese Academy of Sciences, Wuhan, Hubei 430071, China
3.University of Chinese Academy of Sciences, Beijing 100049, China
4.Department of Petroleum Engineering, Texas A&M University, San Antonio, TX 3116, USA
推荐引用方式
GB/T 7714
Su, Zhouzhou,Tan, Xianjun,Chen, Weizhong,et al. A Combined Non-Destructive Prediction Method for Evaluating the Uniaxial Compressive Strength of Rocks Under Freeze-Thaw Cycles[J]. ARABIAN JOURNAL FOR SCIENCE AND ENGINEERING,2022,47(10):13365.
APA Su, Zhouzhou,Tan, Xianjun,Chen, Weizhong,Ma, Wei,Zhang, Chaoxuan,&Xu, Fei.(2022).A Combined Non-Destructive Prediction Method for Evaluating the Uniaxial Compressive Strength of Rocks Under Freeze-Thaw Cycles.ARABIAN JOURNAL FOR SCIENCE AND ENGINEERING,47(10),13365.
MLA Su, Zhouzhou,et al."A Combined Non-Destructive Prediction Method for Evaluating the Uniaxial Compressive Strength of Rocks Under Freeze-Thaw Cycles".ARABIAN JOURNAL FOR SCIENCE AND ENGINEERING 47.10(2022):13365.

入库方式: OAI收割

来源:武汉岩土力学研究所

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