理论与试验研究

盐污染-干湿耦合下黄土强度演变的试验研究

  • 马世雄 ,
  • 王述红 ,
  • 赵春瑶 ,
  • 刘智 ,
  • 王宇
展开
  • 1.宁夏理工学院 建筑与环境学院,石嘴山 753000;
    2.东北大学 资源与土木工程学院,沈阳 110819;
    3.宁夏公路勘察设计院有限责任公司,银川 750000
马世雄(1987—),男,宁夏固原人,博士生,讲师,主要从事黄土特性、滑坡灾害等方面的研究工作。E-mail:shxma1987@163.com
王述红(1969—),男,江苏泰州人,博士,教授、博士生导师,岩土工程、地下工程等领域的教学与科研工作。E-mail:shwangneu@126.com

收稿日期: 2025-06-10

  网络出版日期: 2026-04-28

基金资助

宁夏回族自治区教育厅高等学校科学研究项目(CBSC-PA202403070029);宁夏自然科学基金(2024AAC03333)

Experimental Study on the Evolution of Loess Strength under Salt Pollution-Dry and Wet Coupling

  • Ma Shixiong ,
  • Wang Shuhong ,
  • Zhao Chunyao ,
  • Liu Zhi ,
  • Wang Yu
Expand
  • 1. School of Architecture and Environment, Ningxia Institute of Science and Technology, Shizuishan, Ningxia 753000, P.R. China;
    2. College of Resources and Civil Engineering, Northeastern University, Shenyang 110819, P.R. China;
    3. Ningxia Highway Survey and Design Institute Limited Liability Company, Yinchuan, Ningxia 750000, P.R. China

Received date: 2025-06-10

  Online published: 2026-04-28

摘要

西北黄土灌溉地区土壤经历了干湿循环作用和盐污染双重作用的影响,导致该地区黄土特性产生明显的劣化。以Na2SO4污染Q3黄土为研究对象,采用直剪试验、电子显微镜扫描试验(SEM),分析其经过次数不同干湿循环作用后的力学性质和微观结构特征变化。结果表明:干湿循环和盐污染双重作用下,黄土强度劣化程度增大,微观结构变化显著;期中,黏聚力产生明显劣化,下降率可达38.24%~ 51.4%;随盐污染和干湿循环次数的增加,黄土体的单体颗粒比例显著增加,团聚体开始解体;Na2SO4随着干湿循环反复结晶和溶解,从而对土体产生了盐胀与盐蚀共同作用;二者作用中,干湿循环对土体结构的破坏作用大于盐污染作用。研究结果可为黄土地区的工程活动和防污治理提供有效参考。

本文引用格式

马世雄 , 王述红 , 赵春瑶 , 刘智 , 王宇 . 盐污染-干湿耦合下黄土强度演变的试验研究[J]. 地下空间与工程学报, 2026 , 22(2) : 556 -564 . DOI: 10.20174/j.JUSE.2026.02.17

Abstract

The soil in the northwest loess irrigation area has been affected by the dual effects of dry-wet cycling and salt pollution, leading to significant deterioration of the loess properties in this region. Taking Q3 loess contaminated by Na2SO4 as the research object, direct shear tests and scanning electron microscopy (SEM) are used to analyse the changes in mechanical properties and microstructure characteristics after different numbers of dry-wet cycles. The results show that: Under the dual effects of dry-wet cycling and salt pollution, the strength of the loess deteriorates significantly, and the microstructure changes significantly. Among them, the cohesion shows obvious deterioration, with a decline rate of up to 38.24% to 51.4%. With the increase of salt pollution and dry-wet cycling times, the proportion of individual particles in the loess body increases significantly, and the aggregates begin to disintegrate; Na2SO4 repeatedly crystallizes and dissolves during dry-wet cycling, thereby exerting a combined effect of salt swelling and salt erosion on the soil; among the two effects, the destructive effect of dry-wet cycling on the soil structure is greater than that of salt pollution. The research results provide an effective reference for engineering activities and pollution control in loess areas.

参考文献

[1] 张林,李同录,李纪恒,等.不同吸力和应力路径下Q3原状黄土的力学特性[J]. 地下空间与工程学报, 2023, 19 (4): 1125-1133. (Zhang Lin, Li Tonglin, Li Jiheng, et al. Mechanical properties of Q3 intact loess under different suction and stress paths [J]. Chinese Journal of Underground Space and Engineering, 2023, 19 (4): 1125-1133. (in Chinese))
[2] 王铁行,赵翊豪,金鑫.喷射秸秆加筋黄土的强度特性研究[J].地下空间与工程学报, 2024, 20 (3): 800-811. (Wang Tiehang, Zhao Yihao, Jin Xin. Study on strength characteristics of reinforced loess with shotcrete straw[J]. Chinese Journal of Underground Space and Engineering, 2024, 20 (3): 800-811. (in Chinese))
[3] 赵宽耀,许强,陈婉琳,等. 黄土塬边漫灌区土体水入渗过程研究[J]. 岩土力学, 2024, 45(9): 2754-2764. (Zhao Kuanyao, Xu Qiang, Chen Wanlin, et al. Study on soil water infiltration process in flood irrigation area on the edge of Loess Plateau[J]. Rock and Soil Mechanics, 2024, 45(9): 2754-2764. (in Chinese))
[4] Xu L, Coop M R. Influence of structure on the behavior of a saturated clayey loess[J]. Canadian Geotechnical Journal, 2016, 53: 1026-1037.
[5] Ietto F, Perri F, Cella F, et al. Weathering characterization for landslides modeling in granitoid rock masses of the Capo Vaticano promontory (Calabria, Italy)[J]. Landslides, 2018, 15: 43-62.
[6] Wang L, Shao S, She F, et al. A new method for evaluating loess collapsibility and its application[J]. Engineering Geology, 2019, 264: 105376.
[7] Ni W K, Yuan K Z, Lv X F, et al. Comparison and quantitative analysis of microstructure parameters between original loess and remoulded loess under different wetting-drying cycles[J]. Scientific Report, 2020, 45: 443-456.
[8] Pires F L, Auler C A, Roque L W, et al. X-ray microtomography analysis of soil pore structure dynamics under wetting and drying cycles[J]. Geoderma, 2020, 362: 1103.
[9] AbediKoupai J, Fatahizadeh M, Mosaddeghi M R. Effect of pore water pH on mechanical properties of clay soil[J]. Bullutin of Engineering Geology and Environment, 2020,79,(3):1461-1469.
[10] 刘汉龙,朱春鹏,张晓璐. 酸碱污染土基本物理性质的室内测试研究[J]. 岩土工程学报, 2008, 30(8): 1213-1217. (Liu Hanlong, Zhu Chunpeng, Zhang Xiaolu. Laboratory testing of basic physical properties of acid-alkali contaminated soil [J]. Chinese Journal of Geotechnical Engineering, 2008, 30 (8) : 1213-1217. (in Chinese))
[11] Liu H L, Zhu C P, Zhang X L. Fundamentalhpysical properties of soil polluted by acid and alkali in laboratory[J]. Geotechnical Engineering, 2008, 30(8): 1213-1217.
[12] Travis M J, Wiel-Shafran A, Weisbrod, et al. Greywater reuse for irrigation: Effect on soil properties[J]. Science of The Total Environment, 2010, 408(12): 2501-2508.
[13] Solanki P, Zaman M. Effect of wet-dry cycling on the mechanical properties of stabilized subgrade soils[A]// 2014 Congress on Geo-Characterization and Modeling for Sustainability[C].2014:3625-3634.
[14] Jing J, Hou J M, Sun W, et al. Study on influencing factors of unsaturated loess slope stability under dry-wet cycle conditions[J]. Journal of Hydrology, 2022, 612: 128187.
[15] Liu C, Shi B, Zhou J. Quantification and characterization of microporosity by image processing, Geometric measurement and statistical methods: Application on SEM images of clay materials[J]. Applied Clay Science, 2011, 54(1): 97-106.
[16] 中华人民共和国水利部.土工试验方法标准(GB/T 50123-2019)[S].北京:中国计划出版社, 2019.(Ministry of Water Resources of the People's Republic of China. Geotechnical test method standard(GB/T 50123-20)19[S]. Beijing: China Planning Press, 2019. (in Chinese))
[17] Hu W L, Cheng W, Wen S J, et al. Effects of chemical contamination on microscale structural characteristics of intact loess and resultant macroscale mechanical properties[J]. Catena, 2021,203: 105361.
[18] Nie Y P, Ni W K, Lü X F, et al. Macroscopic mechanical behavior and microstructural evolution of compacted loess in the Chinese Loess Plateau[J]. Soil Tillage Research, 2023, 232:105767.
[19] Lei H Y, Lei W, Zhang W D, et al. Impact of environmental acidity on the geomechanical and mineralogical behavior of marine clay[J]. Bulletin of Engineering Geology and the Environment, 2022,81,(1):1-12.
[20] 张凌科,崔志勇.干湿作用下膨胀土的压缩与渗透特性冻结融化周期[J]. 岩土力学, 2023,44(3): 728-740. (Zhang Linke, Cui Zhiyong. Compression and permeability characteristics of expansive soil under drying-wetting-freezing-thawing cycles[J]. Rock Soil Mechanics, 2023, 44 (3): 728-740. (in Chinese))
[21] Cui S L, Wang L X, Wang J D, et al. Engineering properties of collapsible loess stabilized by cement kilndust[J]. Soil Mechanics and Foundation Engineering, 2019, 56: 328-335.
[22] Yuan K Z, Li Q X, Ni W K, et al. Analysis of the structural and environmental impacts of hydrophilic ZSM-5 molecular sieve on loess[J]. Construction and Building Materials, 2023, 366: 130248.
[23] Yuan K Z, Li Q X, Ni W K, et al. Graphene stabilized loess: Mechanical properties, microstructural evolution and life cycle assessment[J]. Journal of Cleaner Production, 2023, 389: 136081.
[24] Jiang Y L, Chen H E, Leng G J. Dynamic elastic modulus of Xianyang loess based on microscopic analysis: a qualitative evaluation[J]. European Journal of Environmental and Civil Engineering, 2022,26(8):3331-3356.
文章导航

/