土工基础 ›› 2026, Vol. 40 ›› Issue (3): 588-592.

• 测试技术 • 上一篇    

基于NMR的鄂西红砂岩孔隙特征分析

黄齐龙1,柏 巍2,王 峰1,陈文强1,李甜果2,喜晓瑞2,3   

  1. (1.湖北省路桥集团有限公司,武汉 430056;2.中国科学院武汉岩土力学研究所 岩土力学与工程安全全国重点实验室,武汉 430071;3.西北大学地质学系 大陆动力学国家重点实验室,西安 710069)
  • 收稿日期:2025-10-21 修回日期:2025-11-12 出版日期:2026-06-30 发布日期:2026-06-25
  • 作者简介:黄齐龙(1989-),男,高级工程师,研究方向为公路工程施工、检测和管理。
  • 基金资助:
    湖北省公路学会科技计划项目(2024-18-4);湖北联投集团科技项目(2024-29)

Analysis of Pore Structure Characteristics of Red Sandstone in Western Hubei Using NMR

HUANG Qilong1, BAI Wei2, WANG Feng1, CHEN Wenqiang1, LI Tianguo2, XI Xiaorui2,3   

  1. (1.Hubei Road and Bridge Group Co. Ltd., Wuhan 430056;
    2.State Key Laboratory for Geomechanics and Engineering Safety, 
    Wuhan Institute of Rock and Soil Mechanics, Chinese Academy of Sciences, Wuhan 430071;
    3.State Key Laboratory for Continental Dynamics, Department of Geology, Northwest University, Xi’an 710069)
  • Received:2025-10-21 Revised:2025-11-12 Online:2026-06-30 Published:2026-06-25

摘要: 红砂岩具有强度差异显著、崩解特性各异的工程特征,其孔隙结构是影响宏观力学特性的关键因素。为揭示红砂岩孔隙结构与强度的内在关联,以鄂西襄宜高速沿线不同强度的红砂岩为研究对象,采用核磁共振(NMR)技术系统表征其孔隙特征,并结合饱和单轴抗压强度试验分析孔隙特征对强度的影响规律。研究结果表明:孔隙度最小且孔径最小的红砂岩表现出强度最高;孔隙度基本相同的情况下,孔径越大,强度越低,孔径大小也是影响红砂岩强度因素之一。研究成果为不同强度红砂岩孔隙特征提供了数据支撑,对襄宜高速红砂岩路基工程的设计与稳定性评价具有参考。

关键词: 核磁共振, 红砂岩, 单轴抗压, 孔隙特征

Abstract: Red sandstone exhibits pronounced variability in strength and diverse disintegration behaviors, with its pore structure serving as a key factor governing macroscopic mechanical properties. To clarify the intrinsic relationship between pore structure and strength, red sandstones of different strength grades collected along the E’xi Xiangyi Expressway were selected as research objects. Nuclear Magnetic Resonance (NMR) was used to systematically characterize their pore features, and saturated uniaxial compressive strength tests were conducted to analyze how pore characteristics influence mechanical strength. The results show that red sandstone with the lowest porosity and smallest pore size exhibits the highest strength. When porosity is approximately the same, larger pore size corresponds to lower strength, indicating that pore size is also an important factor affecting the mechanical behavior of red sandstone. The findings provide essential data on pore characteristics across red sandstones of varying strengths and offer a useful reference for the design and stability evaluation of redsandstone subgrade engineering along the Xiangyi Expressway.

Key words: Nuclear Magnetic Resonance (NMR), Red Sandstone, Uniaxial Compressive Strength, Porosity Characterization

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