地震扰动应力作用下岩石力学退化机理研究

IF 1.3 4区 工程技术 Q3 ENGINEERING, GEOLOGICAL
Pan Yisha, Wang Chongyang, Wang Yidi
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引用次数: 2

摘要

在周期性地震扰动应力作用下,埋地结构周围的岩体在循环荷载作用下会出现疲劳损伤。为探索地震应力波作用下石膏岩体的疲劳特性和力学退化机理,对石膏岩样进行了疲劳加载和单轴压缩试验。结果表明:随着地震波振幅的增大,应力加载和卸载速度逐渐增大,应力-应变迟滞回线的开度逐渐增大;随着地震波频率的增加,磁滞回线的倾角逐渐向σ轴倾斜,磁滞回线在ε轴上的变化幅度逐渐减小。结果表明,地震波振幅越大,频率越低,对岩石的破坏越大。在地震波扰动下,随着扰动次数的增加,试样中原始裂缝逐渐扩展和渗透,次生裂缝逐渐发育,说明岩石在地震波扰动下的物理力学性能逐渐恶化。在单轴压缩的整个过程中,试样的声发射现象与应力-时间曲线的各个阶段有很强的相关性。根据声发射特征,将单轴压缩全过程的应力-时间曲线划分为初始加载阶段、稳定裂纹扩展阶段、不稳定裂纹扩展至破坏阶段和峰后阶段四个阶段。与疲劳前试样相比,疲劳加载后试样的峰值应变显著降低,冲击能指数显著提高。结果表明,在地震扰动作用下,试样中的一些原始裂缝被压缩,试样的脆性增强,岩爆倾向大大增强。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
Study on mechanical degradation mechanism of rock under seismic disturbance stress
During the action of periodic seismic disturbance stress, the rock mass surrounding buried structures will show fatigue damage under the action of cyclic load. In order to explore the fatigue characteristics and mechanical degradation mechanism of this kind of rock mass under seismic stress wave, fatigue loading and uniaxial compression tests were carried out on gypsum rock samples. The conclusions are as follows: With the increase of seismic wave amplitude, the stress loading and unloading velocity gradually increases, and the opening of the stress-strain hysteresis loop gradually increases; With the increase of seismic wave frequency, the dip Angle of hysteresis loops gradually incline to σ axis, and the variation amplitude of hysteresis loops on ε axis decreases gradually. It shows that the greater the amplitude of seismic wave, the lower the frequency, the greater the damage of rock. Under the seismic wave disturbance, with the increase of the number of disturbances, the original cracks in the sample gradually spread and infiltrated, and the secondary cracks gradually developed, indicating that the physical and mechanical properties of the rock gradually deteriorated under the seismic wave disturbance. There is a strong correlation between the acoustic emission phenomenon of samples and the stages of the stress-time curve in the whole process of uniaxial compression. According to the acoustic emission characteristics, the stress-time curve in the whole process of uniaxial compression can be divided into four stages: initial loading stage, stable crack growth stage, unstable crack growth to failure stage, and post-peak stage. Compared with the sample before fatigue, the peak strain decreases significantly and the impact energy index increases significantly after fatigue loading. It indicates that some original cracks in the sample are compressed under seismic disturbance, the brittleness of the sample is enhanced, and the rockburst tendency is greatly enhanced.
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来源期刊
CiteScore
3.40
自引率
14.30%
发文量
66
审稿时长
6 months
期刊介绍: Quarterly Journal of Engineering Geology and Hydrogeology is owned by the Geological Society of London and published by the Geological Society Publishing House. Quarterly Journal of Engineering Geology & Hydrogeology (QJEGH) is an established peer reviewed international journal featuring papers on geology as applied to civil engineering mining practice and water resources. Papers are invited from, and about, all areas of the world on engineering geology and hydrogeology topics. This includes but is not limited to: applied geophysics, engineering geomorphology, environmental geology, hydrogeology, groundwater quality, ground source heat, contaminated land, waste management, land use planning, geotechnics, rock mechanics, geomaterials and geological hazards. The journal publishes the prestigious Glossop and Ineson lectures, research papers, case studies, review articles, technical notes, photographic features, thematic sets, discussion papers, editorial opinion and book reviews.
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