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Volume 42 Issue 10
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LUO Zhao-gang, WANG Shi-ji, ZHANG Ji-wei, YANG Zhen-bei. Thickness effect on crack evolution of expansive soil[J]. Chinese Journal of Geotechnical Engineering, 2020, 42(10): 1922-1930. DOI: 10.11779/CJGE202010018
Citation: LUO Zhao-gang, WANG Shi-ji, ZHANG Ji-wei, YANG Zhen-bei. Thickness effect on crack evolution of expansive soil[J]. Chinese Journal of Geotechnical Engineering, 2020, 42(10): 1922-1930. DOI: 10.11779/CJGE202010018
shu

Thickness effect on crack evolution of expansive soil

  • 1.

    College of Engineering and Technology, Southwest University, Chongqing 400715, China

  • 2.

    School of Civil and Architectural Engineering, Yangtze Normal University, Chongqing 408100, China

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  • Received Date: December 08, 2019
  • Available Online: December 07, 2022
    Graphical Abstract
    • Abstract
  • The crack development of expansive soil is affected by many factors, including soil properties, environmental conditions, boundary conditions and soil sizes. Crack evolution is greatly influenced by thickness. In order to explore the specific influence rules of the thickess in the whole process of water loss shrinkage and cracking of expansive soil, four large-diameter circular mud samples with different thicknesses are prepared in the experiment. With the help of image processing technology, the dynamic change relationship of the basic crack indexes with the decrease of water content are quantitatively analyzed by recording the evolution process of cracks in the samples. The experimental results show that the process of water loss shrinkage and crack expansion of expansive soil are significantly affected by the thickness. The crack of the sample with smaller thickness is fully developed, and it is long and thin. However, the sample with larger thickness has a single wide crack and is affected by obvious boundary effect. The development of the cracks is preliminarily estimated by the ratio of thickness to diameter. In addition, the morphology and distribution of the cracks can be characterized effectively by combining the fractal dimensions of area and length. The fractal dimension of crack length is generally about 1~1.5, while the surface integral dimension is basically maintained at 1.6~1.7. Moreover, based on the tensile failure theory of soil cracking and the shrinkage and evaporation of the samples, the difference of soil cracking affected by the thickness is theoretically analyzed, and the expansion rules of cracks are further explored.
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    • References (24)
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