岩土力学 ›› 2025, Vol. 46 ›› Issue (12): 3784-3796.doi: 10.16285/j.rsm.2025.0022CSTR: 32223.14.j.rsm.2025.0022

• 基础理论与实验研究 • 上一篇    下一篇

虑及时间序列不同pH值环境下珊瑚砂渗透试验及预测模型

霍玉龙1, 2,胡明鉴1,唐健健1   

  1. 1. 中国科学院武汉岩土力学研究所 岩土力学与工程安全全国重点实验室,湖北 武汉430071;2. 中国地震局 地震研究所,湖北 武汉 430071
  • 收稿日期:2025-01-06 接受日期:2025-05-19 出版日期:2025-12-11 发布日期:2025-12-13
  • 通讯作者: 胡明鉴,男,1974年生,博士,研究员,主要从事工程地质和水文地质方面的研究。E-mail: mjhu@whrsm.ac.cn
  • 作者简介:霍玉龙,男,1994年生,硕士,工程师,主要从事工程地质和水文地质方面的研究。E-mail: 1309840428@qq.com
  • 基金资助:
    国家重点研发计划(No.2022-101);国家自然科学基金面上项目(No.42377176)。

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).

摘要: 珊瑚砂渗透性关系着吹填岛礁淡水透镜体的形成,是描述礁砂地层渗透特性的重要参数,对岛礁可持续发展具有重要意义,其大小除了受粒径、级配和孔隙特征影响外,还受渗透液酸碱度和渗透持续时间影响。为探究不同pH值环境下,渗透持续时间、粒径、级配等对珊瑚砂渗透性的影响,开展常规渗透试验,并通过D8Advance X射线衍射仪和激光粒度仪分析试验前后砂柱的矿物含量和颗粒组分变化规律。研究结果表明:中性渗透液条件下孔隙率一定时,渗透系数初始值随着有效粒径增大而增大,渗透系数初始值与曲率系数呈负对数函数关系,与不均匀系数呈对数函数关系;酸性环境下渗透系数与时间呈二次函数关系,中性环境下渗透系数无明显变化,增长幅度随着pH值的减小而增大;酸性环境下方解石含量增加,文石、钙镁方解石以及岩盐含量降低,中性环境下矿物变化不明显,渗透液首先经过的层位细颗粒含量增加显著,相同层位条件下,pH值越低细颗粒砂增多越显著。通过回归分析初步建立了渗透系数初始值和最终稳定值预测模型,同时建立了考虑时间效应和渗透液pH值的机器学习模型,该模型可为礁砂地层渗透性评估和淡水透镜体演化分析提供参考。

关键词: 珊瑚砂, 渗透系数, pH值, 时间序列, 预测模型

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

中图分类号: TU451
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