Study on mechanical properties and damage characteristics of acid corrosion in granite based on NMR technology

IF 6.9 1区 工程技术 Q1 ENGINEERING, GEOLOGICAL
Hexing Zhang , Weichen Sun , Qiang Xie , Yucheng Chen , Zhengnan Tu , Yuxin Ban
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Abstract

In acidic environments, rock masses are frequently subjected to severe chemical corrosion, resulting in the initiation of numerous geological engineering disasters. This study aimed to collect physical and mechanical parameters of granite exposed to prolonged acid corrosion and analyze fracture characteristics using acoustic emission (AE) techniques. Additionally, it examined the evolution of pore structure and damage mechanisms through the use of low-field nuclear magnetic resonance (NMR) and fractal theory. The results demonstrate a monotonic decrease in mass, volume, density, P-wave velocity, and S-wave velocity of granite with increasing corrosion time. Particularly notable is the phased reduction observed in uniaxial compressive strength and elastic modulus. The transition from brittle to ductile failure in corroded granite is accompanied by a gradual decrease in internal fracture strength. The trend in the correlation dimension reveals the relationship between the formation time of the main fracture surface and the pore structure. Additionally, total porosity and macropores (D, Da) exhibit significant fractal characteristics. The fractal dimension correlates positively with the damage variable and inversely with uniaxial compressive strength and elastic modulus. This indicates that more severe pore structure damage leads to a higher fractal dimension and lower mechanical performance. Among these, Da demonstrates higher sensitivity in characterizing rock mechanical properties. These findings provide important basis for evaluating the stability of granite geotechnical engineering in acidic environments.

基于核磁共振技术的花岗岩酸腐蚀力学性能和损伤特征研究
在酸性环境中,岩体经常会受到严重的化学腐蚀,从而引发众多地质工程灾难。本研究旨在收集长期遭受酸腐蚀的花岗岩的物理和机械参数,并利用声发射(AE)技术分析其断裂特征。此外,还利用低场核磁共振(NMR)和分形理论研究了孔隙结构的演变和破坏机制。结果表明,随着腐蚀时间的延长,花岗岩的质量、体积、密度、P 波速度和 S 波速度都在单调地下降。尤其值得注意的是,观察到单轴抗压强度和弹性模量分阶段降低。腐蚀花岗岩从脆性破坏到韧性破坏的过渡伴随着内部断裂强度的逐渐降低。相关尺寸的变化趋势揭示了主断裂面形成时间与孔隙结构之间的关系。此外,总孔隙度和大孔隙(D、Da)也表现出显著的分形特征。分形维数与损伤变量成正相关,与单轴抗压强度和弹性模量成反相关。这表明,孔隙结构损伤越严重,分形维数越高,力学性能越低。其中,Da 在表征岩石力学性能方面具有更高的灵敏度。这些发现为评估花岗岩岩土工程在酸性环境中的稳定性提供了重要依据。
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来源期刊
Engineering Geology
Engineering Geology 地学-地球科学综合
CiteScore
13.70
自引率
12.20%
发文量
327
审稿时长
5.6 months
期刊介绍: Engineering Geology, an international interdisciplinary journal, serves as a bridge between earth sciences and engineering, focusing on geological and geotechnical engineering. It welcomes studies with relevance to engineering, environmental concerns, and safety, catering to engineering geologists with backgrounds in geology or civil/mining engineering. Topics include applied geomorphology, structural geology, geophysics, geochemistry, environmental geology, hydrogeology, land use planning, natural hazards, remote sensing, soil and rock mechanics, and applied geotechnical engineering. The journal provides a platform for research at the intersection of geology and engineering disciplines.
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