干湿循环和盐度对含盐黄土渗透特性影响的研究

IF 4.2 2区 工程技术 Q3 ENGINEERING, ENVIRONMENTAL
Jun Zhen, Xiu-juan Yang, Hao-ran Wang, Heng-hui Fan, Ming-qiang Meng
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引用次数: 0

摘要

土壤盐渍化是中国西北地区土地利用面临的重大挑战,该地区持续的干湿循环也对盐渍土的工程特性产生了长期影响。本研究在人工制备的盐渍化黄土上进行了干湿循环试验,分析了干湿交替条件下盐渍土的水力特性。测定了干湿循环后土样的饱和入渗系数和土-水特性曲线。采用数值模拟模型定量分析了干湿循环和含盐量对土壤渗透特性的影响。研究发现,含盐量对含盐性黄土的饱和渗透系数有显著影响,土壤渗透系数随干湿循环次数的增加而减小,最终趋于稳定。利用试验结果建立了考虑干湿循环次数和土壤含盐量影响的饱和渗透系数模型和土水特征曲线拟合模型,并利用该模型对土壤非饱和渗透系数进行预测和分析。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
Study on the influence of dry-wet cycles and salinity on the permeability characteristics of saline loess

Soil salinization is a significant challenge to land use in NW China, and the continuous dry and wet cycles in the region also have long-term effects on the engineering properties of saline soils. In this study, dry and wet cycles tests were conducted on artificially prepared salinized loess to analyze the hydraulic properties of saline soils under alternating dry and wet conditions. The saturated infiltration coefficient and soil–water characteristic curves of the soil specimens were measured after dry and wet cycling. Numerical simulation models were employed to quantitatively analyze the effects of dry–wet cycles and salt content on soil permeability properties. The study found that salt content had a significant effect on the saturated permeability coefficient of saline loess, and that the permeability coefficient of the soil decreased and eventually stabilized with an increase in the number of dry and wet cycles. The experimental results were used to establish a saturated permeability coefficient model and a soil–water characteristic curve fitting model, which take into account the number of dry and wet cycles and soil salt content effects, and the models were then used to predict and analyze the unsaturated permeability coefficient of the soil.

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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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