Biao Li, Liyuan Dai, Yunzhi Tan, Chang Liu, Bin Tian, Jialu Yang
{"title":"多次干湿循环对库区涨落带粉质壤土保水性及孔隙结构的影响:实验与模拟","authors":"Biao Li, Liyuan Dai, Yunzhi Tan, Chang Liu, Bin Tian, Jialu Yang","doi":"10.1007/s10064-025-04096-3","DOIUrl":null,"url":null,"abstract":"<p>Soils in the reservoir hydro-fluctuation belt experience irreversible changes due to repeated wetting–drying (W-D) cycles associated with fluctuating reservoir water levels. This study investigates the pore-scale structure and water retention properties of soils exposed to multiple pressure-driven W-D cycles. The soil water retention curve (SWRC) was determined across a broad range of matric suction using the filter paper method. Microstructural changes were observed using scanning electron microscopy (SEM), while nuclear magnetic resonance (NMR) was employed to analyze the evolution of pore size distribution (PSD). The results highlight the presence of isolated pores, micropores within aggregates, and macropores between aggregates, as well as the bimodal features of SWRC curves. Based on the experimental observations, a bimodal SWRC model was developed to capture the two-step behavior of the SWRC curves by accounting for water retention in both intra- and inter-aggregate pores, along with residual water in isolated pores. The cyclic W-D processes affect the SWRC behavior at multiple scales. The disintegration of clay aggregates reduces the volume of isolated pores, leading to a lower residual water content. The enlargement of intra- and inter-aggregate pores diminishes the air entry value and the soil’s water retention capacity, causing a leftward shift in the SWRC curves. After the first cycle, a slight increase in the air entry value within the intra-aggregate region is observed due to the compaction or partial closure of smaller pores within aggregates. The findings have significant implications for soil management in reservoir regions, particularly for addressing soil erosion and slope instability risks associated with cyclic water level fluctuations.</p>","PeriodicalId":500,"journal":{"name":"Bulletin of Engineering Geology and the Environment","volume":"84 2","pages":""},"PeriodicalIF":4.9000,"publicationDate":"2025-02-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":"0","resultStr":"{\"title\":\"Influence of multiple wetting–drying cycles on water retention and pore structure of silt loam from reservoir hydro-fluctuation belt: Experiments and modeling\",\"authors\":\"Biao Li, Liyuan Dai, Yunzhi Tan, Chang Liu, Bin Tian, Jialu Yang\",\"doi\":\"10.1007/s10064-025-04096-3\",\"DOIUrl\":null,\"url\":null,\"abstract\":\"<p>Soils in the reservoir hydro-fluctuation belt experience irreversible changes due to repeated wetting–drying (W-D) cycles associated with fluctuating reservoir water levels. This study investigates the pore-scale structure and water retention properties of soils exposed to multiple pressure-driven W-D cycles. The soil water retention curve (SWRC) was determined across a broad range of matric suction using the filter paper method. Microstructural changes were observed using scanning electron microscopy (SEM), while nuclear magnetic resonance (NMR) was employed to analyze the evolution of pore size distribution (PSD). The results highlight the presence of isolated pores, micropores within aggregates, and macropores between aggregates, as well as the bimodal features of SWRC curves. Based on the experimental observations, a bimodal SWRC model was developed to capture the two-step behavior of the SWRC curves by accounting for water retention in both intra- and inter-aggregate pores, along with residual water in isolated pores. The cyclic W-D processes affect the SWRC behavior at multiple scales. The disintegration of clay aggregates reduces the volume of isolated pores, leading to a lower residual water content. The enlargement of intra- and inter-aggregate pores diminishes the air entry value and the soil’s water retention capacity, causing a leftward shift in the SWRC curves. After the first cycle, a slight increase in the air entry value within the intra-aggregate region is observed due to the compaction or partial closure of smaller pores within aggregates. The findings have significant implications for soil management in reservoir regions, particularly for addressing soil erosion and slope instability risks associated with cyclic water level fluctuations.</p>\",\"PeriodicalId\":500,\"journal\":{\"name\":\"Bulletin of Engineering Geology and the Environment\",\"volume\":\"84 2\",\"pages\":\"\"},\"PeriodicalIF\":4.9000,\"publicationDate\":\"2025-02-01\",\"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/s10064-025-04096-3\",\"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/s10064-025-04096-3","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}
Influence of multiple wetting–drying cycles on water retention and pore structure of silt loam from reservoir hydro-fluctuation belt: Experiments and modeling
Soils in the reservoir hydro-fluctuation belt experience irreversible changes due to repeated wetting–drying (W-D) cycles associated with fluctuating reservoir water levels. This study investigates the pore-scale structure and water retention properties of soils exposed to multiple pressure-driven W-D cycles. The soil water retention curve (SWRC) was determined across a broad range of matric suction using the filter paper method. Microstructural changes were observed using scanning electron microscopy (SEM), while nuclear magnetic resonance (NMR) was employed to analyze the evolution of pore size distribution (PSD). The results highlight the presence of isolated pores, micropores within aggregates, and macropores between aggregates, as well as the bimodal features of SWRC curves. Based on the experimental observations, a bimodal SWRC model was developed to capture the two-step behavior of the SWRC curves by accounting for water retention in both intra- and inter-aggregate pores, along with residual water in isolated pores. The cyclic W-D processes affect the SWRC behavior at multiple scales. The disintegration of clay aggregates reduces the volume of isolated pores, leading to a lower residual water content. The enlargement of intra- and inter-aggregate pores diminishes the air entry value and the soil’s water retention capacity, causing a leftward shift in the SWRC curves. After the first cycle, a slight increase in the air entry value within the intra-aggregate region is observed due to the compaction or partial closure of smaller pores within aggregates. The findings have significant implications for soil management in reservoir regions, particularly for addressing soil erosion and slope instability risks associated with cyclic water level fluctuations.
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.