{"title":"Energy evolution model and energy response characteristics of freeze-thaw damaged sandstone under uniaxial compression","authors":"Chun-yang Zhang, Tao Tan, Er-cheng Zhao","doi":"10.1007/s11771-024-5734-0","DOIUrl":null,"url":null,"abstract":"<p>Rocks will suffer different degree of damage under FT (freeze-thaw) cycles, which seriously threatens the long-term stability of rock engineering in cold regions. In order to study the mechanism of rock FT damage, energy calculation method and energy self-inhibition model are introduced to explore their energy characteristics in this paper. The applicability of the energy self-inhibition model was verified by combining the data of FT cycles and uniaxial compression tests of intact and pre-cracked sandstone samples, as well as published reference data. In addition, the energy evolution characteristics of FT damaged rocks were discussed accordingly. The results indicate that the energy self-inhibition model perfectly characterizes the energy accumulation characteristics of FT damaged rocks under uniaxial compression before the peak strength and the energy dissipation characteristics before microcrack unstable growth stage. Taking the FT damaged cyan sandstone sample as an example, it has gone through two stages dominated by energy dissipation mechanism and energy accumulation mechanism, and the energy rate curve of the pre-cracked sample shows a fall-rise phenomenon when approaching failure. Based on published reference data, it was found that the peak total input energy and energy storage limit conform to an exponential FT decay model, with corresponding decay constants ranging from 0.0021 to 0.1370 and 0.0018 to 0.1945, respectively. Finally, a linear energy storage equation for FT damaged rocks was proposed, and its high reliability and applicability were verified by combining published reference data,the energy storage coefficient of different types of rocks ranged from 0.823 to 0.992, showing a negative exponential relationship with the initial UCS (uniaxial compressive strength). In summary, the mechanism by which FT weakens the mechanical properties of rocks has been revealed from an energy perspective in this paper, which can provide reference for related issues in cold regions.</p>","PeriodicalId":15231,"journal":{"name":"Journal of Central South University","volume":null,"pages":null},"PeriodicalIF":3.7000,"publicationDate":"2024-08-17","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":"0","resultStr":null,"platform":"Semanticscholar","paperid":null,"PeriodicalName":"Journal of Central South University","FirstCategoryId":"88","ListUrlMain":"https://doi.org/10.1007/s11771-024-5734-0","RegionNum":2,"RegionCategory":"材料科学","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":null,"EPubDate":"","PubModel":"","JCR":"Q1","JCRName":"METALLURGY & METALLURGICAL ENGINEERING","Score":null,"Total":0}
引用次数: 0
Abstract
Rocks will suffer different degree of damage under FT (freeze-thaw) cycles, which seriously threatens the long-term stability of rock engineering in cold regions. In order to study the mechanism of rock FT damage, energy calculation method and energy self-inhibition model are introduced to explore their energy characteristics in this paper. The applicability of the energy self-inhibition model was verified by combining the data of FT cycles and uniaxial compression tests of intact and pre-cracked sandstone samples, as well as published reference data. In addition, the energy evolution characteristics of FT damaged rocks were discussed accordingly. The results indicate that the energy self-inhibition model perfectly characterizes the energy accumulation characteristics of FT damaged rocks under uniaxial compression before the peak strength and the energy dissipation characteristics before microcrack unstable growth stage. Taking the FT damaged cyan sandstone sample as an example, it has gone through two stages dominated by energy dissipation mechanism and energy accumulation mechanism, and the energy rate curve of the pre-cracked sample shows a fall-rise phenomenon when approaching failure. Based on published reference data, it was found that the peak total input energy and energy storage limit conform to an exponential FT decay model, with corresponding decay constants ranging from 0.0021 to 0.1370 and 0.0018 to 0.1945, respectively. Finally, a linear energy storage equation for FT damaged rocks was proposed, and its high reliability and applicability were verified by combining published reference data,the energy storage coefficient of different types of rocks ranged from 0.823 to 0.992, showing a negative exponential relationship with the initial UCS (uniaxial compressive strength). In summary, the mechanism by which FT weakens the mechanical properties of rocks has been revealed from an energy perspective in this paper, which can provide reference for related issues in cold regions.
岩石在冻融循环作用下会发生不同程度的破坏,严重威胁寒冷地区岩石工程的长期稳定性。为了研究岩石冻融破坏的机理,本文引入了能量计算方法和能量自抑制模型来探讨其能量特征。结合完整砂岩样本和预开裂砂岩样本的 FT 循环和单轴压缩试验数据,以及已公布的参考数据,验证了能量自抑制模型的适用性。此外,还对 FT 破坏岩石的能量演化特征进行了相应的讨论。结果表明,能量自抑制模型完美地描述了单轴压缩下 FT 损伤岩石在强度峰值前的能量积累特征和微裂缝不稳定生长阶段前的能量耗散特征。以 FT 破坏的青色砂岩样品为例,它经历了以能量耗散机制和能量积累机制为主的两个阶段,在接近破坏时,预开裂样品的能量率曲线呈现出下降-上升现象。根据已公布的参考数据,发现总输入能量峰值和储能极限符合指数 FT 衰减模型,相应的衰减常数分别为 0.0021 至 0.1370 和 0.0018 至 0.1945。最后,提出了傅立叶变换破坏岩石的线性储能方程,并结合已发表的参考数据验证了该方程的高度可靠性和适用性,不同类型岩石的储能系数在 0.823 至 0.992 之间,与初始 UCS(单轴抗压强度)呈负指数关系。总之,本文从能量角度揭示了 FT 削弱岩石力学性能的机理,可为寒冷地区的相关问题提供参考。
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