含黄铁矿高铁路基填料氧化反应细观演化规律与膨胀机理OA
Micro-scale evolution and expansion mechanism of pyrite oxidation in high-speed railway subgrade fills
含黄铁矿高铁路基填料的氧化膨胀是导致路基上拱病害的重要原因,但该填料在水-气-热耦合作用下细观演化规律与变形机制尚不清晰.为探明含黄铁矿高速铁路路基上拱的变形规律及填料宏细观演化机制,以含黄铁矿路基填料为研究对象,通过调控氧气浓度与温度开展控制试验,监测SO24-等离子的溶出行为,结合X射线衍射(XRD)、扫描电镜(SEM)等技术手段,追踪矿物转化过程与孔隙结构演化特征,分析氧气、温度对黄铁矿氧化速率与产物生成的影响规律,揭示氧化反应引发的微结构劣化机理及膨胀变形演化过程.结果表明:氧气浓度是影响黄铁矿氧化反应初期速率的关键因素,高温显著促进反应产物的生成和结构劣化进程;在高氧高温耦合条件下,样品中SO24-浓度大幅升高,内部产生大量微裂隙与片状次生矿物沉积,结构由致密趋于疏松,发生明显膨胀变形;膨胀过程同时伴随着碳酸盐溶解、胶结破坏和铁盐沉积等多重作用机制,进一步加剧材料结构松散与体积膨胀;含黄铁矿的铁路路基填料在水-气-热耦合作用下易发生氧化膨胀反应,引发局部土体结构扰动、体积胀大,最终造成高铁路基出现上拱变形.研究成果可为高铁路基上拱病害预防与工程治理提供理论依据与技术支撑.
Oxidation-induced expansion of pyrite-bearing railway subgrade filler is a significant cause of subgrade heaving diseases,yet its meso-scale evolution patterns and deformation mechanisms under the coupled effects of water,air,and heat remain unclear.To investigate the heaving deformation characteristics of pyrite-bearing high-speed railway subgrade and the meso-macro evolution mechanisms of the filler,this paper takes pyrite-bearing subgrade filler as the research object.Controlled variable tests are conducted by regulating oxygen concentration and temperature,monitoring the leaching behavior of ions such as SO24-.Combined with techniques including X-Ray Diffraction(XRD)and Scanning Electron Microscope(SEM),the mineral transformation processes and pore structure evolution characteristics are tracked.The influence patterns of environmental factors on the pyrite oxidation rate and product formation are analyzed,revealing the microstructural deterioration mechanism and the evolution process of expansion deformation induced by the oxidation reaction.The results show that oxygen concentration is the dominant factor affecting the initial oxidation rate of pyrite,while high temperatures significantly accelerate product formation and structural degradation.Under high-oxygen and high-temperature conditions,the SO24-concentration in the samples increased markedly,accompanied by the formation of numerous microcracks and flaky secondary mineral precipitates,and the internal structure transitioned from dense to loose,exhibiting distinct expansive characteristics.The oxidation process was also accompanied by carbonate dissolution,cementation breakdown,and iron salt precipitation,which further intensified the disintegration and volumetric expansion of the material.Under the coupled effects of water,air,and heat,pyrite-bearing subgrade fillers are prone to oxidation-induced expansion,resulting in local structural disturbance and volume growth,ultimately causing subgrade heave deformation of high-speed railway.The research results can provide a theoretical basis and technical support for the prevention and engineering treatment of subgrade heave disease in high-speed railways.
尧俊凯;蔡德钩;闫宏业;张栋
中国铁道科学研究院集团有限公司 高速铁路轨道系统全国重点实验室,北京 100081中国铁道科学研究院集团有限公司 高速铁路轨道系统全国重点实验室,北京 100081中国铁道科学研究院集团有限公司 高速铁路轨道系统全国重点实验室,北京 100081中国铁道科学研究院集团有限公司 高速铁路轨道系统全国重点实验室,北京 100081
交通工程
高速铁路路基上拱黄铁矿氧化含硫填料膨胀变形机制
High-speed railwaySubgrade heavePyrite oxidationSulfur-bearing fillerExpansive deformation mechanism
《中国铁道科学》 2026 (4)
66-79,14
国家自然科学基金资助项目(U2469206)中国铁道科学研究院科技研究开发计划课题(2023QT002)
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