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高校地质学报 ›› 2026, Vol. 32 ›› Issue (05): 705-717.DOI: 10.16108/j.issn1006-7493.2025057

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深层礁灰岩孔隙结构应力驱动演化特征与聚类分析

高子龙1,马林建2,徐文瀚1,李洪亚2,自建军1,张 巍1*   

  1. 1. 南京大学 地球科学与工程学院,南京 210023;
    2. 陆军工程大学 爆炸冲击防灾减灾全国重点实验室,南京 210007
  • 出版日期:2026-10-20 发布日期:2026-10-20

Stress-driven Evolution and Clustering Analysis of Pore Structures in Deep Reef Limestone

GAO Zilong1,MA Linjian2,XU Wenhan1,LI Hongya2,ZI Jianjun1,ZHANG Wei1*   

  1. 1. School of Earth Sciences and Engineering, Nanjing University, Nanjing 210023, China;
    2. State Key Laboratory of Disaster Prevention and Mitigation of Explosion and Impact, Army Engineering University of PLA, Nanjing 210007, China
  • Online:2026-10-20 Published:2026-10-20

摘要: 珊瑚礁灰岩为典型的非均质多孔介质,其孔隙结构在外部应力作用下易产生复杂演化,影响其渗流与力学行为。为揭示应力驱动下礁灰岩孔隙结构演化机制,采用X射线显微CT扫描珊瑚礁灰岩样品获取三维数字岩芯,基于图像分割与几何重构方法,提取孔隙的多维结构参数,包括基本几何参数、Feret 直径参数、形状因子、结构异性指标与空间位置等。对岩芯样品进行轴向分级加载试验,在0~5.4 MPa间五个应力阶段分别开展显微CT 扫描,根据连通性分析结果,将孔隙划分为连通孔隙与孤立孔隙两类。分析结果还表明,连通孔隙在加载过程中发生显著压密、断裂与重构,形态参数对应力响应敏感;而孤立孔隙几何形态较为稳定,主要影响整体孔隙度。采用 K-means 聚类方法对不同时期的连通孔隙结构进一步分类识别,获得了三类典型孔隙结构:致密辅助孔隙、过渡传输孔隙与主骨架通道孔隙,它们分别对应了不同的尺度、连通性与形态特征,反映出样品在加载过程中形成了“压缩—塌陷—再贯通”的结构转化路径。该研究所建立的多参数聚类分析框架可为灰岩孔隙及溶隙结构在应力场中的演化机制解析提供量化依据与支撑。

关键词: 珊瑚礁灰岩, 应力演化, 显微CT, 孔隙结构, 连通性, 聚类分析

Abstract: Coral-reef limestone, as a typical heterogeneous porous medium, possesses pore structures that undergo complex
evolution under external stress, which exerts a substantial control over its seepage and mechanical behaviors. To elucidate the stress-driven mechanisms governing pore evolution, three-dimensional digital cores of reef limestone were reconstructed from X-ray micro-computed tomography (micro-CT) scans of coral reef limestone specimens. Via image segmentation and geometric reconstruction, multi-dimensional pore-structure parameters were extracted, including fundamental geometric descriptors, Feretdiameter metrics, shape factors, structural anisotropy indices, and spatial-position parameters. Axial step-loading tests were performed on the core specimens across five stress stages spanning 0 to 5.4 MPa, with micro-CT scans performed at each loading step. On the basis of connectivity analysis, pores were categorized as connected pores and isolated pores. The results reveal that connected pores undergo pronounced compaction, fracturing, and reconfiguration during loading, and their morphological parameters exhibit highly sensitivity to stress changes. By comparison, isolated pores retain geometric stability and dominate total porosity variation. K-means clustering was employed to further classify the connected pore structures under different stress stages, yielding three representative pore classes: dense auxiliary pores, transitional transport pores, and primary skeletal channel pores. These pore types differ markedly in scale, connectivity, and morphology, recording a structural evolutionary pathway of “compression-collapse-reconnection.” This work establishes a multi-parameter clustering analytical framework, offering a quantitative support for deciphering pore-vug evolutionary mechanisms within limestone subjected to stress fields. 

Key words: coral reef limestone, stress evolution, Micro-CT, pore structure, connectivity, clustering analysis

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