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Effect of loading frequencies on the dynamic properties of thermally treated rock samples

机译:装载频率对热处理岩石样品动态特性的影响

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Temperature is one of several variables that can adversely impact the dynamic behavior of rocks by altering their geo-mechanical behavior. This study highlights the role of temperature changes on the measurement of resonance frequency (Fr) and quality factor (Q) parameters of selected rocks under different ranges of loading frequency. The samples for this study were collected in the eastern part of the Salt Range, Pakistan, focusing on sandstone formations. The samples were brought to the laboratory and NX size core samples were prepared. These samples were then heated up to 200°C with a gradual increment of 50°C, without causing any observable thermal shock. The cores were then air cooled and tested using Resonance Frequency meter equipment in accordance with the ASTM C-215 standard procedure at an applied loading frequency of 7 to 16 KHz. In this study resonance frequency (Fr), Quality factor (Q) and attenuation rate (α) values of thermally treated rock cores were determined using nondestructive testing under variety of applied loading frequencies. The results suggest that resonance frequency (Fr) of the samples initially increases up to a certain value, and then, starts decreasing, likely because of the healing and widening of thermally-induced micro-fissures, respectively. Similarly, Quality factor (Q) values and attenuation rate (α) exhibited significant variations in soundness and vibration energy absorption characteristics in the cores subjected to heating and cooling cycles. Overall, the results of these tests suggests that the strength of these sandstone cores decreased as the temperatures increased. Such studies could play a significant role in understanding the dynamic and mechanical response of host rocks in the vicinity of radioactive repositories, magmatic intrusions, hot springs, and geysers. It could also help to understand the structural un-sustainability issues in designing nuclear waste disposal sites, foundation of nuclear power plant projects and hazardous landfills etc.
机译:温度是通过改变其地理力学行为来对岩石的动态行为产生不利影响的几个变量之一。本研究强调了温度变化对不同范围的加载频率范围下所选岩石的谐振频率(FR)和质量因数(Q)参数的作用。本研究的样品被收集在盐场的东部,巴基斯坦,专注于砂岩形成。将样品带到实验室,并制备NX尺寸核样品。然后将这些样品加热至200℃,逐渐增加50℃,而不会导致任何可观察的热冲击。然后,核心通过根据ASTM C-215标准程序在施加的装载频率为7至16kHz的施加频率计的空气中冷却和测试。在该研究中,使用在施加的装载频率各种各样的非破坏性测试中测定热处理岩石核的质量因数(Q)和衰减率(α)值。结果表明样品的共振频率(FR)最初增加到一定值,然后,开始减少,可能是因为热诱导的微裂隙的愈合和加宽。类似地,质量因子(Q)值和衰减率(α)在经过加热和冷却循环的芯中表现出具有显着变化的声音和振动能量吸收特性。总的来说,这些测试的结果表明,随着温度的增加,这些砂岩核的强度降低。这些研究可以在理解放射性储存库,岩浆入侵,温泉和间歇泉附近的主体岩石的动态和机械响应方面发挥重要作用。它也有助于了解设计核废物处理场所,核电站项目的基础和危险垃圾填埋场的结构性联合国可持续性问题。

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