Shaorui Sun, Jiaxuan Liu, Jihong Wei, Changsheng Pan, Haotian Fan, Kai Li
{"title":"干湿循环下蜀黄土劣化机理研究","authors":"Shaorui Sun, Jiaxuan Liu, Jihong Wei, Changsheng Pan, Haotian Fan, Kai Li","doi":"10.1007/s10064-025-04250-x","DOIUrl":null,"url":null,"abstract":"<div><p>The development of cracks and deterioration of mechanical properties in aeolian deposits are common phenomena during dry-wet cycles. The redistribution of soil particles and the change of clay mineral aggregates are some of the reasons for the change in soil properties in this process. In this paper, the physical and mechanical properties, apparent digital images, and scanning electron microscopy (SEM) were used jointly to analyze the properties of silty clays (Xiashu loess) during the dry-wet cycle. The amplitude design of the dry-wet cycle is 2.52%-28.39%, and the number of cycles was designed to be 2,4,6,8and 10 times. The results show that the shrinkage and breakage of clay minerals and the release of pore water stress are caused by the change in water content leading to the redistribution of aggregate particles. The permeability and swelling ability of soil tend to be stable, indicating the stable trend of particle redistribution. The soil cohesion and internal friction angle have an exponential relationship with the number of dry-wet cycles, and the exponential relationship parameters are related to the soil type. Based on the analysis of particle migration, it can better explain the reasons for the deterioration of soil mechanical properties.</p></div>","PeriodicalId":500,"journal":{"name":"Bulletin of Engineering Geology and the Environment","volume":"84 5","pages":""},"PeriodicalIF":3.7000,"publicationDate":"2025-04-16","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":"0","resultStr":"{\"title\":\"Understanding the deterioration mechanism of Xiashu loess in dry-wet cycles\",\"authors\":\"Shaorui Sun, Jiaxuan Liu, Jihong Wei, Changsheng Pan, Haotian Fan, Kai Li\",\"doi\":\"10.1007/s10064-025-04250-x\",\"DOIUrl\":null,\"url\":null,\"abstract\":\"<div><p>The development of cracks and deterioration of mechanical properties in aeolian deposits are common phenomena during dry-wet cycles. The redistribution of soil particles and the change of clay mineral aggregates are some of the reasons for the change in soil properties in this process. In this paper, the physical and mechanical properties, apparent digital images, and scanning electron microscopy (SEM) were used jointly to analyze the properties of silty clays (Xiashu loess) during the dry-wet cycle. The amplitude design of the dry-wet cycle is 2.52%-28.39%, and the number of cycles was designed to be 2,4,6,8and 10 times. The results show that the shrinkage and breakage of clay minerals and the release of pore water stress are caused by the change in water content leading to the redistribution of aggregate particles. The permeability and swelling ability of soil tend to be stable, indicating the stable trend of particle redistribution. The soil cohesion and internal friction angle have an exponential relationship with the number of dry-wet cycles, and the exponential relationship parameters are related to the soil type. Based on the analysis of particle migration, it can better explain the reasons for the deterioration of soil mechanical properties.</p></div>\",\"PeriodicalId\":500,\"journal\":{\"name\":\"Bulletin of Engineering Geology and the Environment\",\"volume\":\"84 5\",\"pages\":\"\"},\"PeriodicalIF\":3.7000,\"publicationDate\":\"2025-04-16\",\"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/s10064-025-04250-x\",\"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/s10064-025-04250-x","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}
Understanding the deterioration mechanism of Xiashu loess in dry-wet cycles
The development of cracks and deterioration of mechanical properties in aeolian deposits are common phenomena during dry-wet cycles. The redistribution of soil particles and the change of clay mineral aggregates are some of the reasons for the change in soil properties in this process. In this paper, the physical and mechanical properties, apparent digital images, and scanning electron microscopy (SEM) were used jointly to analyze the properties of silty clays (Xiashu loess) during the dry-wet cycle. The amplitude design of the dry-wet cycle is 2.52%-28.39%, and the number of cycles was designed to be 2,4,6,8and 10 times. The results show that the shrinkage and breakage of clay minerals and the release of pore water stress are caused by the change in water content leading to the redistribution of aggregate particles. The permeability and swelling ability of soil tend to be stable, indicating the stable trend of particle redistribution. The soil cohesion and internal friction angle have an exponential relationship with the number of dry-wet cycles, and the exponential relationship parameters are related to the soil type. Based on the analysis of particle migration, it can better explain the reasons for the deterioration of soil mechanical properties.
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.