岩土力学 ›› 2025, Vol. 46 ›› Issue (10): 3132-3142.doi: 10.16285/j.rsm.2024.0689CSTR: 32223.14.j.rsm.2024.0689

• 基础理论与实验研究 • 上一篇    下一篇

干湿循环下泥岩变形特征试验研究

王杰1,李冲1,刘磊2,丁阔1   

  1. 1.北方工业大学 土木工程学院, 北京 100144;2.中国国家铁路集团有限公司工程质量监督管理局,北京 100038
  • 收稿日期:2024-06-02 接受日期:2025-06-20 出版日期:2025-10-11 发布日期:2025-10-13
  • 作者简介:王杰,男,1983年生,博士,副教授,主要从事地质灾害领域的监测和数值计算方法等方面的研究工作。E-mail: wangjieneu@126.com
  • 基金资助:
    国家自然科学基金(No. 42202315)

Experimental study on deformation characteristics of mudstone under dry and wet cycles

WANG Jie1, LI Chong1, LIU Lei2, DING Kuo1   

  1. 1. School of Civil Engineering, North China University of Technology, Beijing 100144, China; 2. Engineering Quality Supervision and Administration Bureau of China State Railway Group Company Limited, Beijing 100038, China
  • Received:2024-06-02 Accepted:2025-06-20 Online:2025-10-11 Published:2025-10-13
  • Supported by:
    This work was supported by the National Natural Science Foundation of China (42202315).

摘要: 泥岩遇水易崩解泥化,为了揭示水岩相互作用下泥岩的变形演化规律,对泥岩试件进行干湿循环试验,采用双目相机采集变形全过程的试件散斑图像,利用三维数字散斑相关软件MultiDIC计算试件表面的三维位移、应变。试验结果表明:泥岩试件在无人为施加外力的干湿循环条件下,由于不均匀吸水、失水,导致相邻区域出现差异性膨胀与收缩变形;沿膨胀与收缩变形的过渡区张应变、剪应变均显著增大,新裂纹萌生;张拉变形垂直于裂纹面,剪切错动方向沿潜在裂纹面但垂直试件表面的方向。试件失水时中部收缩,而四周由于受到中部水分的补给仍然在膨胀;试件变形速率减缓,但因失水持续时间较长,变形总量比浸水期间更大。随着干湿循环次数的增加,裂纹宽度和深度的增长速度先增大后减小最终趋于稳定,裂纹面将成为新的自由表面,吸水膨胀和失水收缩区重分布。

关键词: 干湿循环, 泥岩, 位移, 应变

Abstract: Mudstone is susceptible to disintegration and argillization when it encounters water. To reveal the evolution of deformation and damage characteristics of mudstone under water-rock interaction, this paper conducts dry-wet cycles experiments on mudstone specimens, collects speckle images of the whole process of experiments by binocular camera, and calculates the three-dimensional displacements and strains on the surface of specimens by using three-dimensional digital speckle correlation software MultiDIC. The results indicate that under dry and wet cycling conditions without externally applied anthropogenic forces, the uneven water absorption and water loss of the mudstone specimen leads to differential expansion and contraction deformation in the adjacent areas. The local tensile strain and shear strain increase significantly in the transition zone of expansion and contraction deformation, where the new crack occurs. The tensile deformation is perpendicular to the crack surface. The direction of shear displacement is along the potential crack surface but perpendicular to the direction of the specimen surface. The specimen shrinks in the center of the specimen when it loses water, while the surrounding area is still expanding due to water replenishment from the center of the specimen. The speed of water loss deformation slows down, but the duration of water loss is longer, and the total deformation is greater than that during the immersion period. As the number of dry-wet cycles increases, the growth rate of crack width and depth first increases, then decreases, and finally tends to be stable. The crack surface becomes a new free surface, with the redistribution of expansion and contraction zones.

Key words: dry wet cycles, mudstone, displacement, stain

中图分类号: TU 454
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