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首页> 外文期刊>International journal of geomechanics >Salt Solution Attack-Induced Freeze-Thaw Mechanical Degradation and Its Correlation with Strength Characteristic of Mode-I Fracture Sandstone
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Salt Solution Attack-Induced Freeze-Thaw Mechanical Degradation and Its Correlation with Strength Characteristic of Mode-I Fracture Sandstone

机译:盐溶液引起的冻融力学降解及其与I型断裂砂岩强度特征的关系

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摘要

The safety and durability of rock mass engineering face rigorous testing in cold regions, prompting experimental study of the effect of chemical corrosion and freeze-thaw (F-T) cycles. By taking the actual environment of the joint rock in the hydro-fluctuation belt of a typical bank slope in the Three Gorges Reservoir region of China as an example, the interactive relationship between chemical corrosion and F-T cycles is studied. An F-T cycle test scheme is adopted to explore the F-T degradation of mechanical properties and the damage degradation mechanism of mode-I fracture sandstone immersed in different chemical solutions. Experimental results show that there is significant F-T damage that deteriorates mechanical properties under different chemical corrosion attacks but that peak strain and yield properties of the specimen increase. In the first 0-20 F-T cycles, the deterioration of the mechanical properties of sandstone immersed in the alkaline Na2SO4 (pH = 12.0) solutions is the smallest; that in the acid Na2SO4 (pH = 3.0) solutions is the greatest. With the increasing number of F-T cycles, the F-T degradation degree of the mechanical properties in Na2SO4 (pH = 12.0) solutions gradually increase, but that is still smaller than that in the acid Na2SO4 (pH = 3.0) solutions, and is relatively great compared with that in neutral solutions. The damage to the microstructure inside sandstone gradually increases with repeated F-T cycles; the edges and corners of the mineral grains gradually disappear or become smoother. In addition, the roughness of the mineral grains gradually decreases, eliciting a looser structure. Statistical analysis reveals an obvious relationship between the damage degree of mechanical parameters and ion concentration in chemical solutions, with higher ion concentrations leading to greater deterioration degrees of physical and mechanical parameters. Correlations among physical and mechanical properties of specimens, F-T damage variable degree, and ion concentration are obtained.
机译:岩体工程的安全性和耐久性在寒冷地区面临严格的测试,从而推动了化学腐蚀和冻融(F-T)循环效应的实验研究。以中国三峡库区典型岸坡水力脉动带节理岩石的实际环境为例,研究了化学腐蚀与F-T循环的相互作用关系。采用F-T循环试验方案,研究了浸没在不同化学溶液中的I型裂隙砂岩的力学性能的F-T降解和损伤降解机理。实验结果表明,在不同的化学腐蚀作用下,显着的F-T损伤会破坏机械性能,但样品的峰值应变和屈服性能会增加。在最初的0-20个F-T循环中,浸入碱性Na2SO4(pH = 12.0)溶液中的砂岩的机械性能劣化最小。在酸性Na2SO4(pH = 3.0)溶液中最大。随着FT循环次数的增加,Na2SO4(pH = 12.0)溶液中机械性能的FT降解程度逐渐增加,但仍小于酸性Na2SO4(pH = 3.0)溶液中的FT降解程度,与在中性解决方案中。砂岩内部微观结构的破坏随着反复的F-T循环而逐渐增加。矿物颗粒的边缘和角落逐渐消失或变得更光滑。另外,矿物晶粒的粗糙度逐渐降低,引起较松散的结构。统计分析表明,机械参数的破坏程度与化学溶液中的离子浓度之间存在明显的关系,离子浓度越高,物理和机械参数的劣化程度越大。获得了标本的物理机械性能,F-T损伤可变程度和离子浓度之间的相关性。

著录项

  • 来源
    《International journal of geomechanics》 |2020年第5期|04020039.1-04020039.21|共21页
  • 作者

  • 作者单位

    Xian Univ Technol Sch Civil Engn & Architecture Geotech Engn Xian 710048 Shaanxi Peoples R China|Shenzhen Univ Guangdong Prov Key Lab Durabil Marine Civil Engn Shenzhen 518060 Peoples R China;

    Xian Univ Technol Sch Civil Engn & Architecture State Key Lab Base Ecohydraul Engn Arid Area Geotech Engn Xian 710048 Shaanxi Peoples R China;

    Xian Univ Technol Sch Civil Engn & Architecture Geotech Engn Xian 710048 Shaanxi Peoples R China;

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  • 原文格式 PDF
  • 正文语种 eng
  • 中图分类
  • 关键词

    Rock mechanics; F-T cycles; Chemical erosion; Porosity; Mode-I fracture toughness; Rock damage;

    机译:岩石力学;F-T周期;化学侵蚀;孔隙率I型断裂韧性;岩石伤害;

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