The influence of clayey soil hardpan layers in turbid plumes from water flow

To investigate the formation mechanism of hardpan layers in liquefied silty soils, this study simulates external physical disturbances using a controllable rotating wheel and observes the internal flow field evolution through Particle Image Velocimetry (PIV) experiments. The objectives are to analyze the flow field structure, soil microstructure, and basic geotechnical parameters under varying disturbance intensities. Results show the emergence of two distinct flow velocity centers during liquefaction: Center A, where upward seepage drives fine particles from the bottom, and Center B, associated with high pore pressure beneath the disturbance source-both critical to soil skeleton rearrangement and liquefaction. Microscopic imaging (500×) and index tests reveal that increasing disturbance intensity leads to skeleton coarsening, directional rearrangement, and compaction of deeper layers. These findings clarify the liquefaction-seepage mechanism driving hardpan formation and provide insight into microstructural evolution under hydrodynamic disturbance.

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Publication Details

Journal
Scientific Reports
Published
2025-10-09
DOI
https://doi.org/10.1038/s41598-025-04080-7
Primary Topic
Soil and Unsaturated Flow
Type
article
Field-Weighted Citation Impact
0.00

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article

The influence of clayey soil hardpan layers in turbid plumes from water flow

Z. Zhu, Yanzhao Yuan, Chao Zheng, Hongyin Xu et al.
Scientific Reports
Soil and Unsaturated Flow
article

The influence of clayey soil hardpan layers in turbid plumes from water flow

Z. Zhu, Yanzhao Yuan, Chao Zheng, Hongyin Xu, Y. Zheng
article en

Abstract

To investigate the formation mechanism of hardpan layers in liquefied silty soils, this study simulates external physical disturbances using a controllable rotating wheel and observes the internal flow field evolution through Particle Image Velocimetry (PIV) experiments. The objectives are to analyze the flow field structure, soil microstructure, and basic geotechnical parameters under varying disturbance intensities. Results show the emergence of two distinct flow velocity centers during liquefaction: Center A, where upward seepage drives fine particles from the bottom, and Center B, associated with high pore pressure beneath the disturbance source-both critical to soil skeleton rearrangement and liquefaction. Microscopic imaging (500×) and index tests reveal that increasing disturbance intensity leads to skeleton coarsening, directional rearrangement, and compaction of deeper layers. These findings clarify the liquefaction-seepage mechanism driving hardpan formation and provide insight into microstructural evolution under hydrodynamic disturbance.

Scientific ReportsVol. 15(1)
Ningbo University (CN), Henan University of Technology (CN), Henan University of Urban Construction (CN), Shanghai Architectural Design & Research Institute (CN)
Ocean University of China, Ningbo University
Openalex Percentile: Top 70%
Soil and Unsaturated Flow
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The influence of clayey soil hardpan layers in turbid plumes from water flow — Z. Zhu, Yanzhao Yuan, et al. · Scientific Reports (2025) | TGRS Research Map | TGRS