{"title":"具有密实度时空变异性的非饱和路基水分迁移机制:一种新的土壤水力特性模型和多场耦合渗流框架","authors":"Huiren Hu, Chenchen Li, Junhui Zhang, Junhui Peng, Sisi Chen, Houcheng Zhu","doi":"10.1007/s10064-025-04492-9","DOIUrl":null,"url":null,"abstract":"<div><p>The subgrade compactness often exhibits decay after initial construction and significant variability. These characteristics of compactness directly impact the hydraulic characteristics of the subgrade soil, which in turn affect the evolution and equilibrium of the subgrade humidity field. This study aimed to develop a moisture migration model considering the influence of compactness variability and decay, and reveal its influence on the evolution and equilibrium laws of the subgrade humidity field. First, a new hydraulic characteristics model was developed incorporating the compactness and overlying stress, and exhibited good predictive performance (R<sup>2</sup> = 0.93). Then, a spatiotemporal evolution equation for compactness was constructed considering the randomness and decay. Based on a finite element model, an efficient calculation method for subgrade moisture evolution was also developed considering the coupled effects of hydro-mechanical-compactness. The results indicated that the developed subgrade moisture calculation method thoroughly accounted for the compactness characteristics. Matric suction experienced a sharp decrease, with moisture content increasing from its initial state within approximately 4 years, eventually reaching a relative equilibrium. When the compactness decays by 5%, the matric suction and moisture content in the equilibrium state increased by about 5%. With the inclusion of the compactness randomness, the matric suction distribution displayed zigzag fluctuations. The equilibrium moisture content at each position followed a normal distribution with a high level of fitting accuracy (R<sup>2</sup> = 0.99). These findings can provide a theoretical basis for the probabilistic design of road structures, ensuring the long-term stability and performance of road infrastructure.</p></div>","PeriodicalId":500,"journal":{"name":"Bulletin of Engineering Geology and the Environment","volume":"84 11","pages":""},"PeriodicalIF":4.2000,"publicationDate":"2025-10-15","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":"0","resultStr":"{\"title\":\"Mechanisms of unsaturated subgrade moisture migration with compactness Spatiotemporal variability: a novel soil hydraulic characteristics model and multi-field coupled seepage framework\",\"authors\":\"Huiren Hu, Chenchen Li, Junhui Zhang, Junhui Peng, Sisi Chen, Houcheng Zhu\",\"doi\":\"10.1007/s10064-025-04492-9\",\"DOIUrl\":null,\"url\":null,\"abstract\":\"<div><p>The subgrade compactness often exhibits decay after initial construction and significant variability. These characteristics of compactness directly impact the hydraulic characteristics of the subgrade soil, which in turn affect the evolution and equilibrium of the subgrade humidity field. This study aimed to develop a moisture migration model considering the influence of compactness variability and decay, and reveal its influence on the evolution and equilibrium laws of the subgrade humidity field. First, a new hydraulic characteristics model was developed incorporating the compactness and overlying stress, and exhibited good predictive performance (R<sup>2</sup> = 0.93). Then, a spatiotemporal evolution equation for compactness was constructed considering the randomness and decay. Based on a finite element model, an efficient calculation method for subgrade moisture evolution was also developed considering the coupled effects of hydro-mechanical-compactness. The results indicated that the developed subgrade moisture calculation method thoroughly accounted for the compactness characteristics. Matric suction experienced a sharp decrease, with moisture content increasing from its initial state within approximately 4 years, eventually reaching a relative equilibrium. When the compactness decays by 5%, the matric suction and moisture content in the equilibrium state increased by about 5%. With the inclusion of the compactness randomness, the matric suction distribution displayed zigzag fluctuations. The equilibrium moisture content at each position followed a normal distribution with a high level of fitting accuracy (R<sup>2</sup> = 0.99). These findings can provide a theoretical basis for the probabilistic design of road structures, ensuring the long-term stability and performance of road infrastructure.</p></div>\",\"PeriodicalId\":500,\"journal\":{\"name\":\"Bulletin of Engineering Geology and the Environment\",\"volume\":\"84 11\",\"pages\":\"\"},\"PeriodicalIF\":4.2000,\"publicationDate\":\"2025-10-15\",\"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/s10064-025-04492-9\",\"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/s10064-025-04492-9","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}
Mechanisms of unsaturated subgrade moisture migration with compactness Spatiotemporal variability: a novel soil hydraulic characteristics model and multi-field coupled seepage framework
The subgrade compactness often exhibits decay after initial construction and significant variability. These characteristics of compactness directly impact the hydraulic characteristics of the subgrade soil, which in turn affect the evolution and equilibrium of the subgrade humidity field. This study aimed to develop a moisture migration model considering the influence of compactness variability and decay, and reveal its influence on the evolution and equilibrium laws of the subgrade humidity field. First, a new hydraulic characteristics model was developed incorporating the compactness and overlying stress, and exhibited good predictive performance (R2 = 0.93). Then, a spatiotemporal evolution equation for compactness was constructed considering the randomness and decay. Based on a finite element model, an efficient calculation method for subgrade moisture evolution was also developed considering the coupled effects of hydro-mechanical-compactness. The results indicated that the developed subgrade moisture calculation method thoroughly accounted for the compactness characteristics. Matric suction experienced a sharp decrease, with moisture content increasing from its initial state within approximately 4 years, eventually reaching a relative equilibrium. When the compactness decays by 5%, the matric suction and moisture content in the equilibrium state increased by about 5%. With the inclusion of the compactness randomness, the matric suction distribution displayed zigzag fluctuations. The equilibrium moisture content at each position followed a normal distribution with a high level of fitting accuracy (R2 = 0.99). These findings can provide a theoretical basis for the probabilistic design of road structures, ensuring the long-term stability and performance of road infrastructure.
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.