Jun Zhen, Xiu-juan Yang, Hao-ran Wang, Heng-hui Fan, Ming-qiang Meng
{"title":"干湿循环和盐度对含盐黄土渗透特性影响的研究","authors":"Jun Zhen, Xiu-juan Yang, Hao-ran Wang, Heng-hui Fan, Ming-qiang Meng","doi":"10.1007/s10064-025-04461-2","DOIUrl":null,"url":null,"abstract":"<div><p>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.</p></div>","PeriodicalId":500,"journal":{"name":"Bulletin of Engineering Geology and the Environment","volume":"84 11","pages":""},"PeriodicalIF":4.2000,"publicationDate":"2025-10-16","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":"0","resultStr":"{\"title\":\"Study on the influence of dry-wet cycles and salinity on the permeability characteristics of saline loess\",\"authors\":\"Jun Zhen, Xiu-juan Yang, Hao-ran Wang, Heng-hui Fan, Ming-qiang Meng\",\"doi\":\"10.1007/s10064-025-04461-2\",\"DOIUrl\":null,\"url\":null,\"abstract\":\"<div><p>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.</p></div>\",\"PeriodicalId\":500,\"journal\":{\"name\":\"Bulletin of Engineering Geology and the Environment\",\"volume\":\"84 11\",\"pages\":\"\"},\"PeriodicalIF\":4.2000,\"publicationDate\":\"2025-10-16\",\"publicationTypes\":\"Journal Article\",\"fieldsOfStudy\":null,\"isOpenAccess\":false,\"openAccessPdf\":\"\",\"citationCount\":\"0\",\"resultStr\":null,\"platform\":\"Semanticscholar\",\"paperid\":null,\"PeriodicalName\":\"Bulletin of Engineering Geology and the Environment\",\"FirstCategoryId\":\"5\",\"ListUrlMain\":\"https://link.springer.com/article/10.1007/s10064-025-04461-2\",\"RegionNum\":2,\"RegionCategory\":\"工程技术\",\"ArticlePicture\":[],\"TitleCN\":null,\"AbstractTextCN\":null,\"PMCID\":null,\"EPubDate\":\"\",\"PubModel\":\"\",\"JCR\":\"Q3\",\"JCRName\":\"ENGINEERING, ENVIRONMENTAL\",\"Score\":null,\"Total\":0}","platform":"Semanticscholar","paperid":null,"PeriodicalName":"Bulletin of Engineering Geology and the Environment","FirstCategoryId":"5","ListUrlMain":"https://link.springer.com/article/10.1007/s10064-025-04461-2","RegionNum":2,"RegionCategory":"工程技术","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":null,"EPubDate":"","PubModel":"","JCR":"Q3","JCRName":"ENGINEERING, ENVIRONMENTAL","Score":null,"Total":0}
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.
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.