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基于微焦X-CT的碳酸盐岩孔隙结构精细表征 被引量:13
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作者 赵新伟 许红 《特种油气藏》 CAS CSCD 北大核心 2016年第1期127-131,157,共5页
利用微焦X-CT射线层析扫描技术,从精细化、定量化和无损化角度,对西沙海域中新统碳酸盐岩样品的孔隙结构和微观非均质性进行了精细表征。碳酸盐岩样品的三元组构中,孔隙、基质和矿物分别具有不同的CT值分布范围,通常孔隙的CT值均小于-70... 利用微焦X-CT射线层析扫描技术,从精细化、定量化和无损化角度,对西沙海域中新统碳酸盐岩样品的孔隙结构和微观非均质性进行了精细表征。碳酸盐岩样品的三元组构中,孔隙、基质和矿物分别具有不同的CT值分布范围,通常孔隙的CT值均小于-700 HU。阈值分割提取二值化图像确定了各切片的平均孔隙度变化,定量表征了岩石微观非均质性特征,其中处于同一沉积相的XY-1、XY-2和XY-3样品的平均孔隙度大小和变化趋势各不相同,表明3块样品的非均质性较其他样品更严重。三维重构后计算的孔隙度略大于传统压汞法测得的结果,两者之间具有很好的相关性。建立了三维表面模型和立体模型,清晰地识别出碳酸盐岩样品中孔隙、基质和矿物的空间分布形态及其相互连通性。该技术为评估样品非均质性提供了新的方法,也为估算渗透率和储层潜力提供了新思路。 展开更多
关键词 微焦x-ct 观非均质性 孔隙结构 三维重构 碳酸盐岩 南海西沙海域
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Measurement and analysis of defects in high-performance concrete with three-dimensional micro-computer tomography 被引量:8
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作者 郭丽萍 Andrea Carpinteri +1 位作者 孙伟 秦文超 《Journal of Southeast University(English Edition)》 EI CAS 2009年第1期83-88,共6页
In order to investigate the effects of two mineral admixtures (i. e., fly ash and ground slag)on initial defects existing in concrete microstructures, a high-resolution X-ray micro-CT( micro-focus computer tomogra... In order to investigate the effects of two mineral admixtures (i. e., fly ash and ground slag)on initial defects existing in concrete microstructures, a high-resolution X-ray micro-CT( micro-focus computer tomography)is employed to quantitatively analyze the initial defects in four series of highperformance concrete (HPC)specimens with additions of different mineral admixtures. The nigh-resolution 3D images of microstructures and filtered defects are reconstructed by micro- CT software. The size distribution and volume fractions of initial defects are analyzed based on 3D and 2D micro-CT images. The analysis results are verified by experimental results of watersuction tests. The results show that the additions of mineral admixtures in concrete as cementitious materials greatly change the geometrical properties of the microstructures and the spatial features of defects by physical-chemistry actions of these mineral admixtures. This is the major cause of the differences between the mechanical behaviors of HPC with and without mineral admixtures when the water-to-binder ratio and the size distribution of aggregates are constant. 展开更多
关键词 high-performance concrete DEFECT MICROSTRUCTURE X- ray micro-focus computer tomography mineral admixtures
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