Shuailong Lian, Lianyang Zhang, Yanlin Zhao, Qiuhong Wu, Can Du, Wen Wan
{"title":"基于原位核磁共振的饱和砂岩冻融循环过程中未冻水含量及损伤演化特征","authors":"Shuailong Lian, Lianyang Zhang, Yanlin Zhao, Qiuhong Wu, Can Du, Wen Wan","doi":"10.1007/s10064-025-04330-y","DOIUrl":null,"url":null,"abstract":"<div><p>The accurate determination of unfrozen water content is significant to evaluating the freezing process of pore water and to revealing the freezing damage mechanism. In this study, an in-situ low filed nuclear magnetic resonance (LF-NMR) testing system equipped with a low temperature thermal cycle system were designed to conduct freezing–thawing cycle tests. The pore water freezing process of three sandstone samples (Coarse-grained sandstone, Medium-grained sandstone, Fine-grained sandstone) was studied by using the LF-NMR technology. The results indicate that the free water content of the three sandstone samples decreases sharply as the temperature decrease, the free water signal intensity and peak region decrease significantly from 0℃ to -5 ℃, whereas bound water that exists in small pores needs a much lower temperatures to freezing. The larger the equivalent average pore size, the faster the water–ice conversion rate. The more movable water the sample contains, the greater the frost heaving force generated inside the sample. At the temperature range of 0 ~ -10 ℃, the freezing-heaving strain increasing sharply, and gradually become gentle as the temperature declining. Coarse-grained sandstone with the highest porosity has the largest freezing-heaving strain, while the Fine-grained sandstone with the lowest porosity has the smallest freezing-heaving strain. The freezing damage of Coarse-grained sandstone is more serious than the other two sandstone. P-wave velocities and scanning electron microscope (SEM) test also indicate that Coarse-grained sandstone has more serious damage than Fine-grained sandstone subjected to freezing–thawing cycle.</p></div>","PeriodicalId":500,"journal":{"name":"Bulletin of Engineering Geology and the Environment","volume":"84 6","pages":""},"PeriodicalIF":3.7000,"publicationDate":"2025-05-13","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":"0","resultStr":"{\"title\":\"Evolution characteristics of unfrozen water content and damage for saturated sandstone during freezing–thawing cycle process based on the in-situ nuclear magnetic resonance\",\"authors\":\"Shuailong Lian, Lianyang Zhang, Yanlin Zhao, Qiuhong Wu, Can Du, Wen Wan\",\"doi\":\"10.1007/s10064-025-04330-y\",\"DOIUrl\":null,\"url\":null,\"abstract\":\"<div><p>The accurate determination of unfrozen water content is significant to evaluating the freezing process of pore water and to revealing the freezing damage mechanism. In this study, an in-situ low filed nuclear magnetic resonance (LF-NMR) testing system equipped with a low temperature thermal cycle system were designed to conduct freezing–thawing cycle tests. The pore water freezing process of three sandstone samples (Coarse-grained sandstone, Medium-grained sandstone, Fine-grained sandstone) was studied by using the LF-NMR technology. The results indicate that the free water content of the three sandstone samples decreases sharply as the temperature decrease, the free water signal intensity and peak region decrease significantly from 0℃ to -5 ℃, whereas bound water that exists in small pores needs a much lower temperatures to freezing. The larger the equivalent average pore size, the faster the water–ice conversion rate. The more movable water the sample contains, the greater the frost heaving force generated inside the sample. At the temperature range of 0 ~ -10 ℃, the freezing-heaving strain increasing sharply, and gradually become gentle as the temperature declining. Coarse-grained sandstone with the highest porosity has the largest freezing-heaving strain, while the Fine-grained sandstone with the lowest porosity has the smallest freezing-heaving strain. The freezing damage of Coarse-grained sandstone is more serious than the other two sandstone. P-wave velocities and scanning electron microscope (SEM) test also indicate that Coarse-grained sandstone has more serious damage than Fine-grained sandstone subjected to freezing–thawing cycle.</p></div>\",\"PeriodicalId\":500,\"journal\":{\"name\":\"Bulletin of Engineering Geology and the Environment\",\"volume\":\"84 6\",\"pages\":\"\"},\"PeriodicalIF\":3.7000,\"publicationDate\":\"2025-05-13\",\"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/s10064-025-04330-y\",\"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/s10064-025-04330-y","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}
Evolution characteristics of unfrozen water content and damage for saturated sandstone during freezing–thawing cycle process based on the in-situ nuclear magnetic resonance
The accurate determination of unfrozen water content is significant to evaluating the freezing process of pore water and to revealing the freezing damage mechanism. In this study, an in-situ low filed nuclear magnetic resonance (LF-NMR) testing system equipped with a low temperature thermal cycle system were designed to conduct freezing–thawing cycle tests. The pore water freezing process of three sandstone samples (Coarse-grained sandstone, Medium-grained sandstone, Fine-grained sandstone) was studied by using the LF-NMR technology. The results indicate that the free water content of the three sandstone samples decreases sharply as the temperature decrease, the free water signal intensity and peak region decrease significantly from 0℃ to -5 ℃, whereas bound water that exists in small pores needs a much lower temperatures to freezing. The larger the equivalent average pore size, the faster the water–ice conversion rate. The more movable water the sample contains, the greater the frost heaving force generated inside the sample. At the temperature range of 0 ~ -10 ℃, the freezing-heaving strain increasing sharply, and gradually become gentle as the temperature declining. Coarse-grained sandstone with the highest porosity has the largest freezing-heaving strain, while the Fine-grained sandstone with the lowest porosity has the smallest freezing-heaving strain. The freezing damage of Coarse-grained sandstone is more serious than the other two sandstone. P-wave velocities and scanning electron microscope (SEM) test also indicate that Coarse-grained sandstone has more serious damage than Fine-grained sandstone subjected to freezing–thawing cycle.
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.