Rock and Soil Mechanics ›› 2025, Vol. 46 ›› Issue (12): 3784-3796.doi: 10.16285/j.rsm.2025.0022

• Fundamental Theory and Experimental Research • Previous Articles     Next Articles

Experimental and predictive modeling of coral sand infiltration in different pH environments considering time series

HUO Yu-long1, 2, HU Ming-jian1, TANG Jian-jian1   

  1. 1. State Key Laboratory of Geomechanics and Geotechnical Engineering Safety, Institute of Rock and Soil Mechanics, Chinese Academy of Sciences, Wuhan, Hubei 430071, China; 2. Institute of Seismology, China Earthquake Administration, Wuhan, Hubei 430071, China
  • Received:2025-01-06 Accepted:2025-05-19 Online:2025-12-11 Published:2025-12-13
  • Supported by:
    This work was supported by the National Key R&D Program of China (2022-101) and the General Program of National Natural Science Foundation of China (42377176).

Abstract: The permeability of coral sand is related to the formation of freshwater lenses in blown-in islands and reefs, and is an important parameter describing the permeability characteristics of reef sand strata, which is of great significance to the sustainable development of islands and reefs. The permeability of coral sand is affected by the percolating solution pH and permeation duration in addition to the particle size, gradation, and pore characteristics. To investigate the effects of permeate duration, particle size and gradation on the permeability of coral sand in different pH environments, we carried out conventional permeability tests, and analyzed the changing rules of mineral content and particle fraction of the sand columns before and after the tests by using D8Advance X-ray diffractometer and laser particle sizer. Results show that, under neutral percolating solution and fixed porosity, the initial hydraulic conductivity increases with the effective grain size. The initial hydraulic conductivity coefficient and the curvature coefficient follow a negative logarithmic relationship, while the initial hydraulic conductivity coefficient and the uniformity coefficient follow a logarithmic relationship. Under acidic conditions, hydraulic conductivity has a quadratic relationship with time; under neutral conditions, hydraulic conductivity remains largely unchanged. The increase in hydraulic conductivity intensifies as pH decreases. In acidic environments, the calcite content of coral sand increases, while aragonite, calcium and magnesium calcite, and rock-salt contents decrease; mineral changes are not obvious under neutral conditions. The percolating solution first passes through a layer with a significantly increased fine-particle content; under the same layer conditions, a lower pH leads to a more pronounced increase in the fraction of fine particles. We developed a preliminary regression-based model to predict the initial and final stabilized hydraulic conductivity. A machine-learning model incorporating time effects and percolating solution pH was also developed. These models can be used to assess reef-sand permeability and to analyze the evolution of freshwater lenses.

Key words: coral sand, hydraulic conductivity, pH, time series, predictive modeling

CLC Number: 

  • TU451
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