A soil–water retention model with differentiated adsorptive and capillary regimes

IF 6.2 1区 工程技术 Q1 COMPUTER SCIENCE, INTERDISCIPLINARY APPLICATIONS Computers and Geotechnics Pub Date : 2025-07-01 Epub Date: 2025-03-18 DOI:10.1016/j.compgeo.2025.107188
Zhang-Rong Liu , Wei-Min Ye , Yu-Jun Cui , He-Hua Zhu , Yong-Gui Chen , Qiong Wang
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Abstract

Knowledge of the soil–water retention curve (SWRC) is crucial for understanding the hydro-mechanical behaviour of unsaturated soils. Traditional SWRC models were developed based on bundles of cylindrical capillaries (BCCs) using a residual water content, but they failed to accurately describe water adsorption in the dry end of the curve. In this paper, a new soil–water retention model over full suction range explicitly accounting for adsorptive and capillary processes was developed. A new equation for adsorptive water retention curve (AWRC) was derived from the Dubinin’s theory for the water volume filling in micropores. A new equation for capillary water retention curve (CWRC) was developed by applying Young–Laplace equation to macro-pores with assumed Weibull pore size distribution (PSD). Meanwhile, with introduction of an anti-sigmoid condensation (or cavitation) probability function, the transition between the adsorption and capillary regimes was smoothly described. Then, by superposition of the AWRC and CWRC terms, a new SWRC model was proposed with seven physical parameters representing key characteristic states or rates of adsorption and capillarity. Finally, the robustness of the proposed model was verified against 269 SWRCs of 207 soils collected from the UNSODA 2.0 database and literature, involving various textures from clay to sand. For six representative soils, the proposed model performs better than three well-known existing models (VG, FX and Lu models). The differentiated adsorptive and capillary regimes of these soils accord well with the Lu model and experimental evidence. Of the seven model parameters, the estimated adsorption capacity (Sramax) depends linearly on the volumetric proportion of micro-pores (em/e) and the capillary characteristic suction (ψc) relates to void ratio following a power law, while the remaining parameters are insensitive to variation of void ratio. Accordingly, the proposed model was successfully extended to predict SWRCs of soils with different void ratios.
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具有不同吸附和毛细机制的土壤水保持模型
了解土壤水保持曲线(SWRC)对于理解非饱和土的水力学行为至关重要。传统的SWRC模型是基于残余含水量的圆柱形毛细血管束(BCCs)建立的,但它们无法准确描述曲线干端的水吸附。本文建立了一个新的全吸力范围内的土水保持模型,该模型明确考虑了吸附过程和毛细过程。基于Dubinin微孔体积填充理论,推导了吸附持水曲线(AWRC)方程。将Young-Laplace方程应用于假设威布尔孔径分布(PSD)的大孔隙,建立了毛细管持水曲线(CWRC)方程。同时,通过引入反s型凝聚(或空化)概率函数,平滑地描述了吸附和毛细状态之间的过渡。然后,通过AWRC和CWRC术语的叠加,提出了一个新的SWRC模型,该模型包含7个物理参数,代表吸附和毛细作用的关键特征状态或速率。最后,通过从UNSODA 2.0数据库和文献中收集的207种土壤的269种swrc,包括从粘土到沙子的各种质地,验证了所提出模型的鲁棒性。对于6种典型土壤,本文提出的模型优于已有的VG、FX和Lu模型。这些土壤的不同吸附和毛细状态符合Lu模型和实验证据。7个模型参数中,估计吸附容量(Sramax)与微孔体积比(em/e)呈线性关系,毛细管特征吸力(ψc)与孔隙比呈幂律关系,其余参数对孔隙比变化不敏感。因此,该模型成功地推广到不同孔隙比下土壤的SWRCs预测中。
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来源期刊
Computers and Geotechnics
Computers and Geotechnics 地学-地球科学综合
CiteScore
9.10
自引率
15.10%
发文量
438
审稿时长
45 days
期刊介绍: The use of computers is firmly established in geotechnical engineering and continues to grow rapidly in both engineering practice and academe. The development of advanced numerical techniques and constitutive modeling, in conjunction with rapid developments in computer hardware, enables problems to be tackled that were unthinkable even a few years ago. Computers and Geotechnics provides an up-to-date reference for engineers and researchers engaged in computer aided analysis and research in geotechnical engineering. The journal is intended for an expeditious dissemination of advanced computer applications across a broad range of geotechnical topics. Contributions on advances in numerical algorithms, computer implementation of new constitutive models and probabilistic methods are especially encouraged.
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