岩土力学 ›› 2025, Vol. 46 ›› Issue (2): 402-412.doi: 10.16285/j.rsm.2024.0541

• 基础理论与实验研究 • 上一篇    下一篇

原状膨胀土裂隙演变性状的环境效应与表征

周振华1, 2,孔令伟1, 2,李甜果1, 2,舒荣军3   

  1. 1. 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,湖北 武汉 430071; 2. 中国科学院大学,北京 100049;3. 滁州学院 土木与建筑工程学院,安徽 滁州239000
  • 收稿日期:2024-05-08 接受日期:2024-08-01 出版日期:2025-02-10 发布日期:2025-02-10
  • 通讯作者: 孔令伟,男,1967年生,博士,研究员,博士生导师,主要从事特殊土的力学特性与灾害防治技术方面的研究。E-mail: lwkong@whrsm.ac.cn
  • 作者简介:周振华,男,1992年生,博士研究生,主要从事特殊土的力学特性方面的研究。E-mail: egzhzhou@163.com
  • 基金资助:
    国家自然科学基金(No. 42402290);国家重点研发计划项目(No. 2019YFC1509901)。

Environmental effect and characterization of crack evolution in undisturbed expansive soils

ZHOU Zhen-hua1, 2, KONG Ling-wei1, 2, LI Tian-guo1, 2, SHU Rong-jun3   

  1. 1. State Key Laboratory of Geomechanics and Geotechnical Engineering Safety, Institute of Rock and Soil Mechanics, Chinese Academy of Sciences, Wuhan, Hubei 430071, China; 2. University of Chinese Academy of Sciences, Beijing 100049, China; 3. College of Civil and Architecture Engineering, Chuzhou University, Chuzhou, Anhui 239000, China
  • Received:2024-05-08 Accepted:2024-08-01 Online:2025-02-10 Published:2025-02-10
  • Supported by:
    This work was supported by the National Natural Science Foundation of China (42402290) and the National Key Research and Development Program of China (2019YFC1509901).

摘要: 为探究原状膨胀土裂隙演变性状的环境效应,利用环境箱对饱和原状膨胀土开展不同湿度环境下的脱湿试验,并结合计算机断层扫描(computed tomography,简称CT)技术提取土体裂隙网络,计算相关特征指标。结果表明:膨胀土裂隙演变性状可由特征指标定量表征,且各项指标与脱湿速率密切相关;脱湿速率的提升逐渐弱化了土体的收缩变形程度,且二维裂隙率沿高度方向上的分布呈现出显著变化;从三维角度看,脱湿导致微裂隙持续扩张,且渐增的脱湿速率使得孔隙间的连通性不断增强,具体表现在土体连通裂隙率、孔隙与喉道体积、平均配位数的不断增长;另外,随着脱湿速率的增长,裂隙分布可概化为三阶段演变模式:(1)水平裂隙逐渐连通,斜向裂隙逐渐增多;(2)水平裂隙的连通度达到最大,斜向裂隙占比达到峰值;(3)斜向裂隙逐渐连通,水平裂隙再次衍生。裂隙分布演变模式最主要取决于原生裂隙的初始分布状态,而脱湿速率则是影响裂隙规模及连通程度的重要因素。

关键词: 原状膨胀土, 湿度环境, 裂隙演变性状, 表征, 连通性

Abstract: To explore the environmental effect of crack evolution characteristics of expansive soils, an environmental chamber was employed to perform desiccating tests on saturated undisturbed expansive soils in varying humidity environments. The soil crack network was extracted using computed tomography (CT) to obtain relevant characteristic indexes. The results show that crack evolution characteristics of expansive soils can be quantitatively characterized by characteristic indexes, which are closely related to desiccating rate. An increased desiccating rate reduces soil shrinkage strain and causes significant fluctuations in the two-dimensional longitudinal porosity. From a 3D perspective, water loss causes the gradual extension of micro-scale cracks. An increased desiccating rate results in greater connected porosity, pore-throat volume, and average coordination number, indicating enhanced connectivity between pores. Most cracks in expansive soil are distributed horizontally. As the desiccating rate increases, cracks exhibit a three-stage distribution pattern: (i) horizontal cracks progressively connect, and oblique cracks gradually increase; (ii) the connectivity of horizontal cracks reaches its maximum, and the proportion of oblique cracks peaks; (iii) oblique cracks gradually connect, and horizontal cracks re-emerge. The evolution pattern of crack distribution mainly depends on the initial distribution state of primary cracks, with the desiccating rate being an important factor affecting crack scale and connectivity degree.

Key words: undisturbed expansive soil, humidity environment, crack evolution characteristics, characterization, connectivity

中图分类号: TU 443
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