Modified water-retention model containing a swelling-shrinkage variation feature: Investigation attapulgite-treated soil permeability

IF 4.2 2区 工程技术 Q3 ENGINEERING, ENVIRONMENTAL Bulletin of Engineering Geology and the Environment Pub Date : 2025-02-01 DOI:10.1007/s10064-025-04134-0
Ting Yang, Wei Fu
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Abstract

The soil water retention curve (SWRC) is a crucial indicator in the analysis of percolation. For low plasticity soil containing substances that promote soil expansion and contraction, the volume change behavior of the soil is generally neglected to determine the drying SWRC. Such a procedure is constrained by an underlying assumption that the volume change of the soil is zero or negligible, which consequently limits the precision of seepage simulations. In this study, for the exogenous substance of soil swelling and shrinking, Attapulgite (ATP), the concept of “effective porosity” was introduced to develop a modified SWRC model that takes into account the variation of soil pore space based on the conventional van-Genuchten (VG) model of simulated SWRC. The parameters of the modified SWRC model were determined using a genetic algorithm, which was used to simulate infiltration in the SWMS_2D program to further evaluate the accuracy of the model. The results indicated that the modified model provides a more precise representation of the relationship between soil water content and suction, with error analysis presented outstanding goodness-of-fit. As a critical factor controlling the modeling of soil–water interaction, this modified SWRC model parameters were found to be in good agreement with simulation results of the seepage process of soil water flow over the soil column. The evaluation conducted via the Taylor diagram proved that the model is more precise than the conventional VG model in simulating the seepage process. In particular, the greater the soil volume change caused by exogenous ATP, the superior the performance of the model.

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含胀缩变化特征的修正保水性模型:凹凸棒石处理土壤渗透性研究
土壤保水曲线(SWRC)是渗流分析中的一个重要指标。对于含有促进土壤膨胀和收缩物质的低塑性土壤,在确定干燥SWRC时通常忽略了土壤的体积变化行为。这种程序受到土壤体积变化为零或可忽略不计的基本假设的限制,从而限制了渗流模拟的精度。本研究在模拟SWRC的传统van-Genuchten (VG)模型的基础上,针对土壤膨胀收缩的外源物质凹凸棒石(attapulite, ATP)引入“有效孔隙度”概念,建立了考虑土壤孔隙空间变化的SWRC修正模型。采用遗传算法确定改进后的SWRC模型参数,并在SWMS_2D程序中进行入渗模拟,进一步评价模型的准确性。结果表明,修正后的模型更准确地反映了土壤含水量与吸力的关系,误差分析显示出较好的拟合度。修正后的SWRC模型参数作为控制土-水相互作用建模的关键因素,与土柱上土水渗流过程的模拟结果吻合较好。通过Taylor图进行评价,证明该模型在模拟渗流过程方面比传统的VG模型更精确。特别是外源ATP引起的土壤体积变化越大,模型的性能越好。
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来源期刊
Bulletin of Engineering Geology and the Environment
Bulletin of Engineering Geology and the Environment 工程技术-地球科学综合
CiteScore
7.10
自引率
11.90%
发文量
445
审稿时长
4.1 months
期刊介绍: Engineering geology is defined in the statutes of the IAEG as the science devoted to the investigation, study and solution of engineering and environmental problems which may arise as the result of the interaction between geology and the works or activities of man, as well as of the prediction of and development of measures for the prevention or remediation of geological hazards. Engineering geology embraces: • the applications/implications of the geomorphology, structural geology, and hydrogeological conditions of geological formations; • the characterisation of the mineralogical, physico-geomechanical, chemical and hydraulic properties of all earth materials involved in construction, resource recovery and environmental change; • the assessment of the mechanical and hydrological behaviour of soil and rock masses; • the prediction of changes to the above properties with time; • the determination of the parameters to be considered in the stability analysis of engineering works and earth masses.
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