岩土力学 ›› 2026, Vol. 47 ›› Issue (9): 2983-2996.doi: 10.16285/j.rsm.2025.1002CSTR: 32223.14.j.rsm.2025.1002

• 基础理论与实验研究 • 上一篇    下一篇

上覆荷载作用下红层泥岩膨胀效应的宏−微−纳观多尺度机制研究

张国栋1,凌斯祥2,廖子星2,巫锡勇2   

  1. 1. 华北水利水电大学 地球科学与工程学院,河南 郑州 450046;2. 西南交通大学 地球科学与工程学院,四川 成都 611756
  • 收稿日期:2025-09-16 接受日期:2025-12-28 出版日期:2026-09-11 发布日期:2026-09-01
  • 通讯作者: 凌斯祥,男,1988年生,博士(后),副教授,主要从事地质灾害与生态岩土工程方面的研究与教学工作。E-mail: lingsx@swjtu.edu.cn
  • 作者简介:张国栋,男,1992年生,博士(后),讲师,主要从事地质灾害与生态岩土工程方面的研究与教学工作。E-mail: zhangguodong@ncwu.edu.cn
  • 基金资助:
    国家自然科学基金(No.42502284,No.41907228)。

Macro-micro-nano scale mechanism of red-bed mudstone expansion under overlying load

ZHANG Guo-dong1, LING Si-xiang2, LIAO Zi-xing2, WU Xi-yong2   

  1. 1. College of Geosciences and Engineering, North China University of Water Resources and Electric Power, Zhengzhou, Henan 450046, China; 2. Faculty of Geosciences and Engineering, Southwest Jiaotong University, Chengdu, Sichuan 611756, China
  • Received:2025-09-16 Accepted:2025-12-28 Online:2026-09-11 Published:2026-09-01
  • Supported by:
    This work was supported by the National Natural Science Foundation of China (42502284, 41907228).

摘要:

为探究荷载作用下红层泥岩膨胀的多尺度演化特征,以川中侏罗系红层为对象,开展了宏观吸水膨胀试验、微观结构观测及分子动力学模拟,揭示了红层泥岩宏观膨胀的微−纳观演化机制。结果表明,红层泥岩膨胀过程可分为快速、减速和稳定三个阶段;随上覆荷载增大,其宏观膨胀力和吸水率呈线性下降趋势,但在100 kPa荷载下出现异常峰值,归因于该临界荷载引发新生微裂隙,从而促进水分渗入与矿物水化。微观结构分析显示,微孔区间内孔隙分形维数在峰值荷载处达到最大值1.88,表明微观结构复杂度与宏观膨胀呈显著正相关。分子动力学模拟从纳米机制揭示了荷载对黏土矿物层间水分子与离子扩散性能的抑制效应,水分子与Na+的扩散系数分别降低至3.3×10−7、2.0×10−7 cm2/s,增强了矿物水化结构稳定性。从宏–微–纳观多尺度阐明了泥岩吸水膨胀机制及演化规律,为解决红层地区高速铁路路基地质灾害提供了理论参考。

关键词: 红层泥岩, 上覆荷载, 膨胀特性, 多尺度演化, 分子动力学

Abstract:

This study systematically investigates the swelling behavior of red-bed mudstone from the Jurassic in Central Sichuan, under overlying loads using macroscopic water-absorption expansion tests, microstructural observations, and molecular dynamics simulations. The results demonstrate that the expansion process of red-bed mudstone can be divided into three distinct stages: rapid, decelerated, and stable. With increasing overlying load, both the macroscopic expansion force and water absorption rate generally exhibit a linearly decreasing trend; however, an anomalous peak appears at 100 kPa. This anomaly is attributed to critical loading-induced microcracking, which facilitates water penetration and enhances mineral hydration. Microstructural analysis indicates that within the micropore range, the fractal dimension of the pores reaches a maximum value at 1.88 under 100 kPa. This finding reflects a positive correlation between microstructural complexity and macroscopic expansion. Molecular dynamics simulations further show that, at the nanoscale, applied loading inhibits the diffusion of interlayer water molecules and ions in clay minerals. The diffusion coefficients of water molecules and Na+ decreased to 3.3×10−7 cm2/s and 2.0×10−7 cm2/s, respectively. This inhibition enhances the stability of the hydrated structure. This study elucidates the internal mechanism and evolutionary patterns of water-absorption expansion in red-bed mudstone across macro–micro–nano scales. It provides a theoretical basis for geological hazard prevention and engineering stability assessment in red-bed strata.

Key words: red-bed mudstone, overlying load, expansion characteristics, multi-scale evolution, molecular dynamics

中图分类号: TU411
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