Kangze Yuan, Wankui Ni, Gabriele Della Vecchia, Xiangfei Lü, Haiman Wang, Yongpeng Nie
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The microstructural information obtained shed light on the double porosity nature of compacted loess, allowing the identification of the effects of compaction dry density and wetting–drying cycles at both intra- and inter-aggregate levels. The information obtained at the microstructural scale was used to provide a solid physical basis for the development of a simplified version of the water retention model presented in Della Vecchia et al. (Int J Numer Anal Meth Geomech 39: 702–723, 2015). The model, adapted for engineering application to compacted loess, requires only five parameters to capture the water retention properties of samples characterized by different compaction dry densities and subjected to different numbers of wetting–drying cycles. The comparison between numerical simulations and experimental results, both original and from the literature, shows that only one set of parameters is needed to reproduce the effects of dry density variation, while the variation of only one parameter allows the reproduction of the effects of wetting and drying cycles. 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引用次数: 0
摘要
本文使用 EC-5 水传感器和 MPS-6 水势传感器分别测量含水量和吸力,以研究在不同干密度下制备并经过不同湿润-干燥循环次数的压实黄土样品的土壤保水特性的演变。保水数据与详细的微观结构调查相结合,包括形态分析(通过扫描电子显微镜)和孔径分布测定(通过核磁共振)。所获得的微观结构信息揭示了压实黄土的双重孔隙率特性,从而可以确定压实干密度和湿润-干燥循环在集料内部和集料之间的影响。在微观结构尺度上获得的信息为 Della Vecchia 等人(Int J Numer Anal Meth Geomech 39: 702-723, 2015)提出的保水模型简化版的开发提供了坚实的物理基础。该模型适用于压实黄土的工程应用,只需五个参数即可捕捉不同压实干密度和不同湿润-干燥循环次数的样本的保水特性。数值模拟与实验结果(包括原始结果和文献结果)之间的比较表明,只需一组参数就能再现干密度变化的影响,而只需一个参数的变化就能再现湿润和干燥循环的影响。文献中介绍的方法通常使用临时校准来拟合密度和润湿-干燥循环效应,而本文介绍的模型则在简便性和预测能力之间实现了良好的折中,使其适用于实际工程应用。
Influence of dry density and wetting–drying cycles on the soil–water retention curve of compacted loess: experimental data and modeling
In this paper, the EC-5 water sensor and the MPS-6 water potential sensor were used to measure water content and suction, respectively, to investigate the evolution of soil–water retention properties of compacted loess samples prepared at different dry densities and subjected to different numbers of wetting–drying cycles. The water retention data were integrated with a detailed microstructural investigation, including morphological analysis (by scanning electron microscopy) and pore size distribution determination (by nuclear magnetic resonance). The microstructural information obtained shed light on the double porosity nature of compacted loess, allowing the identification of the effects of compaction dry density and wetting–drying cycles at both intra- and inter-aggregate levels. The information obtained at the microstructural scale was used to provide a solid physical basis for the development of a simplified version of the water retention model presented in Della Vecchia et al. (Int J Numer Anal Meth Geomech 39: 702–723, 2015). The model, adapted for engineering application to compacted loess, requires only five parameters to capture the water retention properties of samples characterized by different compaction dry densities and subjected to different numbers of wetting–drying cycles. The comparison between numerical simulations and experimental results, both original and from the literature, shows that only one set of parameters is needed to reproduce the effects of dry density variation, while the variation of only one parameter allows the reproduction of the effects of wetting and drying cycles. With respect to the approaches presented in the literature, where ad hoc calibrations are often used to fit density and wetting–drying cycle effects, the model presented here shows a good compromise between simplicity and predictive capabilities, making it suitable for practical engineering applications.
期刊介绍:
Acta Geotechnica is an international journal devoted to the publication and dissemination of basic and applied research in geoengineering – an interdisciplinary field dealing with geomaterials such as soils and rocks. Coverage emphasizes the interplay between geomechanical models and their engineering applications. The journal presents original research papers on fundamental concepts in geomechanics and their novel applications in geoengineering based on experimental, analytical and/or numerical approaches. The main purpose of the journal is to foster understanding of the fundamental mechanisms behind the phenomena and processes in geomaterials, from kilometer-scale problems as they occur in geoscience, and down to the nano-scale, with their potential impact on geoengineering. The journal strives to report and archive progress in the field in a timely manner, presenting research papers, review articles, short notes and letters to the editors.