Microscopic swelling behaviors and structural responses of aggregate system: A coarse-grained molecular dynamics study

To overcome the limitations of microscale experimental techniques and molecular dynamics (MD) simulations, a coarse-grained molecular dynamics (CGMD) method was used to simulate the wetting processes of clay aggregates. Based on the evolution of swelling stress, final dry density, water distribution, and clay arrangements under different target water contents and dry densities, a relationship between the swelling behaviors and microstructures was established. The simulated results showed that when the clay-water well depth was 300 kcal/mol, the basal spacing from CGMD was consistent with the X-ray diffraction (XRD) data. The effect of initial dry density on swelling stress was more pronounced than that of water content. The anisotropic swelling characteristics of the aggregates are related to the proportion of horizontally oriented clay mineral layers. The swelling stress was found to depend on the distribution of tactoids at the microscopic level. At lower initial dry density, the distribution of tactoids was mainly controlled by water distribution. With increase in the bound water content, the basal spacing expanded, and the swelling stresses increased. Free water dominated at higher water contents, and the particles were easily rotated, leading to a decrease in the number of large tactoids. At higher dry densities, the distances between the clay mineral layers decreased, and the movement was limited. When bound water enters the interlayers, there is a significant increase in interparticle repulsive forces, resulting in a greater number of small-sized tactoids. Eventually, a well-defined logarithmic relationship was observed between the swelling stress and the total number of tactoids. These findings contribute to a better understanding of coupled macro-micro swelling behaviors of montmorillonite-based materials, filling a study gap in clay-water interactions on a micro scale.

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Publication Details

Journal
Journal of Rock Mechanics and Geotechnical Engineering
Published
2024-12-06
DOI
https://doi.org/10.1016/j.jrmge.2024.11.027
Citations
6
Primary Topic
Soil and Unsaturated Flow
Type
article
Field-Weighted Citation Impact
1.57

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article

Microscopic swelling behaviors and structural responses of aggregate system: A coarse-grained molecular dynamics study

Kaiwen Tong, Z R Liu, Zhangjun Dai, Jean‐Michel Pereira et al.
6 citations
Journal of Rock Mechanics and Geotechnical Engineering
Soil and Unsaturated Flow
1.57
article

Microscopic swelling behaviors and structural responses of aggregate system: A coarse-grained molecular dynamics study

Kaiwen Tong, Z R Liu, Zhangjun Dai, Jean‐Michel Pereira, Jianhua Guo, Shanxiong Chen, Fei Yu
article en
6 citations

Abstract

To overcome the limitations of microscale experimental techniques and molecular dynamics (MD) simulations, a coarse-grained molecular dynamics (CGMD) method was used to simulate the wetting processes of clay aggregates. Based on the evolution of swelling stress, final dry density, water distribution, and clay arrangements under different target water contents and dry densities, a relationship between the swelling behaviors and microstructures was established. The simulated results showed that when the clay-water well depth was 300 kcal/mol, the basal spacing from CGMD was consistent with the X-ray diffraction (XRD) data. The effect of initial dry density on swelling stress was more pronounced than that of water content. The anisotropic swelling characteristics of the aggregates are related to the proportion of horizontally oriented clay mineral layers. The swelling stress was found to depend on the distribution of tactoids at the microscopic level. At lower initial dry density, the distribution of tactoids was mainly controlled by water distribution. With increase in the bound water content, the basal spacing expanded, and the swelling stresses increased. Free water dominated at higher water contents, and the particles were easily rotated, leading to a decrease in the number of large tactoids. At higher dry densities, the distances between the clay mineral layers decreased, and the movement was limited. When bound water enters the interlayers, there is a significant increase in interparticle repulsive forces, resulting in a greater number of small-sized tactoids. Eventually, a well-defined logarithmic relationship was observed between the swelling stress and the total number of tactoids. These findings contribute to a better understanding of coupled macro-micro swelling behaviors of montmorillonite-based materials, filling a study gap in clay-water interactions on a micro scale.

Journal of Rock Mechanics and Geotechnical EngineeringVol. 17(6)
Centre National de la Recherche Scientifique (FR), École nationale des ponts et chaussées (FR), Changjiang Institute of Survey, Planning, Design and Research (CN), Laboratoire Navier (FR), Institute of Rock and Soil Mechanics (CN), Université Gustave Eiffel (FR), University of Chinese Academy of Sciences (CN)
National Natural Science Foundation of China, Youth Innovation Promotion Association of the Chinese Academy of Sciences, Hebei Provincial Key Research Projects
Zero hunger
Openalex Percentile: Top 18%
Soil and Unsaturated Flow
1.57
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