Rock and Soil Mechanics ›› 2025, Vol. 46 ›› Issue (10): 3132-3142.doi: 10.16285/j.rsm.2024.0689

• Fundamental Theory and Experimental Research • Previous Articles     Next Articles

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).

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

CLC Number: 

  • TU 454
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