首页|基于核磁共振技术的类岩石细观特征及对渗透率影响研究

基于核磁共振技术的类岩石细观特征及对渗透率影响研究

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为探究不同载荷下岩石细观结构变化及对渗透率的影响,采用核磁共振设备测试了 8 个不同载荷下混凝土试样的各孔径孔隙分布情况.对不同载荷下孔径分布图进行分析,获得了不同加载条件下试样内部细观特征变化规律.通过核磁共振中所得细观定量表征数据,研究细观特征对试样渗透率的影响情况,建立了渗透率与各孔径孔隙占比的定量计算模型.结果表明:随着载荷的增加,试样内部各孔径孔隙数量逐渐增加,小孔增幅越来越小,大孔增幅越来越大.微小孔占比与渗透率呈负相关关系,中大孔占比与渗透率表现出了较好的正相关关系.
Study on mesoscopic characteristics of rock-like materials based on nuclear magnetic resonance technology and their influence based on permeability
In order to explore the change of rock mesostructure and its influence on permeability under different loads,NMR equipment was used to test the pore size distribution of cement mortar samples under 8 different loads.By analyzing the pore size distribution un-der different loading conditions,the variation rule of microscopic characteristics of samples under different loading conditions was ob-tained.Through the quantitative characterization data obtained in NMR,the influence of the microscopic characteristics on the permea-bility of the sample was studied,and the quantitative calculation model of the permeability and the proportion of each aperture was es-tablished.The results show that with the increase of load,the number of micropores with different diameters in the sample increases gradually,and the increase of small pores is smaller while that of large pores is larger.There is a negative correlation between the pro-portion of small pores and the permeability.Meanwhile,large pores relates positively to the permeability.

rock-like samplenuclear magnetic resonance technologydifferent loadsmesostructurepermeability

刘志雄、赵天成、孙鹏、庞政

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内蒙古科技大学矿业与煤炭学院,内蒙古包头 014010

类岩石试样 核磁共振技术 不同载荷 细观结构 渗透率

国家自然基金地区科学基金国家自然基金地区科学基金内蒙古自治区高等学校青年科技英才支持计划

5196403652264010NJYT23065

2024

内蒙古科技大学学报
内蒙古科技大学

内蒙古科技大学学报

影响因子:0.247
ISSN:2095-2295
年,卷(期):2024.43(3)
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