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酸碱腐蚀作用下含孔砂岩试件动力学性能试验研究

Experimental Study on Dynamic Mechanical Properties of Porous Sandstone Specimens Subjected to Acid-alkali Corrosion

  • 摘要: 以标准环形含孔砂岩试件(外径50 mm、内径10 mm)为研究对象,通过28 d的酸碱溶液腐蚀试验(酸性组pH=5,碱性组pH=9)分析腐蚀环境对试件物理参数、矿物组成及微观结构的演化规律,并基于分离式霍普金森压杆(SHPB)动态冲击压缩试验探究酸碱腐蚀与砂岩物理化学损伤机制及动态力学行为的耦合关系。结果表明:酸性环境主要引发Na+,Al3+,Fe3+等阳离子溶蚀并伴随硅酸(H2SiO3)白色沉淀物生成;碱性环境则主要产生Al(OH)4和H2SiO42−等可溶性产物。试件的动抗压强度和动弹性模量随冲击速度呈指数规律递增,而动峰值应变及平均应变率则符合二次函数增长规律;碱性腐蚀环境下试件的动抗压强度和动弹性模量优于酸性腐蚀环境,但酸碱腐蚀环境下试件的各项动态力学性能参数较中性环境试件均显著劣化。此外,随着冲击速度的提升,试件破碎程度加剧,碎片平均粒径呈递减趋势。本研究结果揭示了化学–力学耦合作用下含孔砂岩的损伤累积机制,可为地下工程岩体的长期稳定性评估提供理论依据。

     

    Abstract: The standard annular sandstone specimens with a central hole (outer diameter: 50 mm, inner diameter: 10 mm) were investigated. A 28 d corrosion test in acidic (pH=5) and alkaline (pH=9) solutions was conducted to analyze the evolution of physical parameters, mineral composition, and microstructure under different corrosive environments. The coupling relationship between acid-alkali corrosion and the physicochemical damage mechanism of sandstone, as well as dynamic mechanical behavior, was explored using split Hopkinson pressure bar (SHPB) dynamic impact compression tests.The results show that the acidic environment primarily induces the dissolution of cations such as Na+, Al3+, and Fe3+, accompanied by the formation of white silicic acid (H2SiO3) precipitates, while the alkaline environment mainly generates soluble products such as Al(OH)4 and H2SiO42−. The dynamic compressive strength and dynamic elastic modulus of the specimens increase exponentially with impact velocity, whereas the dynamic peak strain and average strain rate follow a quadratic growth pattern. The dynamic compressive strength and elastic modulus under alkaline corrosion are superior to those under acidic corrosion, but all dynamic mechanical performance parameters in both acidic and alkaline environments exhibit significant degradation compared to those in a neutral environment. Furthermore, as the impact velocity increases, the fragmentation degree of the specimens intensifies, and the average particle size of the fragments decreases. These findings reveal the damage accumulation mechanism of holed sandstone under chemo-mechanical coupling effects, providing a theoretical basis for evaluating the long-term stability of underground rock masses.

     

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