Influence of dry density and wetting-drying cycles on the soil-water retention curve of compacted loess: experimental data and modeling

被引:7
|
作者
Yuan, Kangze [1 ,2 ,3 ]
Ni, Wankui [2 ]
Della Vecchia, Gabriele [3 ]
Lu, Xiangfei [2 ]
Wang, Haiman [2 ]
Nie, Yongpeng [2 ]
机构
[1] Northwest Univ, Geol Dept, State Key Lab Continental Dynam, Xian 710069, Peoples R China
[2] Changan Univ, Coll Geol Engn & Geomat, 126 Yanta Rd, Xian 710054, Shaanxi, Peoples R China
[3] Politecn Milan, Dept Civil & Environm Engn, Piazza Leonardo Vinci 32, I-20133 Milan, Italy
基金
中国国家自然科学基金; 中国博士后科学基金;
关键词
Compacted loess; Dry density; Soil-water retention curve; Wetting-drying cycles; PORE-SIZE DISTRIBUTION; MERCURY INTRUSION; SHEAR-STRENGTH; MICROSTRUCTURAL EVOLUTION; MECHANICAL-PROPERTIES; CLAY; BEHAVIOR; PLATEAU; DISTRIBUTIONS; COLLAPSIBILITY;
D O I
10.1007/s11440-024-02354-4
中图分类号
P5 [地质学];
学科分类号
0709 ; 081803 ;
摘要
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.
引用
收藏
页码:8111 / 8128
页数:18
相关论文
共 50 条
  • [31] Pore structure effects on the water retention behaviour of a compacted silty sand soil subjected to drying-wetting cycles
    Ng, Charles Wang Wai
    Peprah-Manu, Daniel
    ENGINEERING GEOLOGY, 2023, 313
  • [32] Influence of wetting–drying cycles on the compression behavior of a compacted loess from microstructure analysis
    Kangze Yuan
    Wankui Ni
    Xiangfei Lü
    Gabriele Della Vecchia
    Haiman Wang
    Lan Li
    Yongpeng Nie
    Bulletin of Engineering Geology and the Environment, 2022, 81
  • [33] Prediction of the Soil-Water Retention Curve of Loess Using the Pore Data from the Mercury Intrusion Technique
    Hou, Xiaokun
    WATER, 2023, 15 (18)
  • [34] INFLUENCE OF SOIL MATRIX ON SOIL-WATER RETENTION CURVE AND HYDRAULIC CHARACTERISTICS
    Statescu, Florian
    Cotiusca-Zauca, Dorin
    Biali, Gabriela
    Cojocaru, Paula
    Pavel, Vasile Lucian
    ENVIRONMENTAL ENGINEERING AND MANAGEMENT JOURNAL, 2017, 16 (04): : 869 - 877
  • [35] An experimental study of penetration characteristics of expansive soil under wetting-drying cycles
    Wang De-yin
    Tang Chao-sheng
    Li Jian
    Luo Xiao-wei
    Shi Bin
    ROCK AND SOIL MECHANICS, 2016, 37 (01) : 57 - 65
  • [36] Experimental study on crack evolution and strength attenuation of expansive soil under wetting-drying cycles
    Wang S.
    Yang Z.
    Li X.
    Luo Z.
    Xu C.
    Li D.
    Nongye Gongcheng Xuebao/Transactions of the Chinese Society of Agricultural Engineering, 2021, 37 (05): : 113 - 122
  • [37] A water retention model accounting for the hysteresis induced by hydraulic and mechanical wetting-drying cycles
    Azizi, Arash
    Jommi, Cristina
    Musso, Guido
    COMPUTERS AND GEOTECHNICS, 2017, 87 : 86 - 98
  • [38] Cracking and water seepage of Xiashu loess used as landfill cover under wetting-drying cycles
    Lu, Haijun
    Li, Jixiang
    Wang, Weiwei
    Wang, Changhong
    ENVIRONMENTAL EARTH SCIENCES, 2015, 74 (11) : 7441 - 7450
  • [39] A graph-based approach for modeling the soil-water retention curve of granular soils across the entire suction range
    Yan, Wei
    Angerer, Ludwig
    Birle, Emanuel
    Cudmani, Roberto
    ACTA GEOTECHNICA, 2024, 19 (08) : 5545 - 5560
  • [40] Changes in Soil Water Retention and Micromorphological Properties Induced by Wetting and Drying Cycles
    Pires, Luiz F.
    SOIL SYSTEMS, 2023, 7 (02)