{"title":"加强路面设计过程,纳入防潮土工布:综合机械-水-机械建模和设计集成(a部分)","authors":"Danial Mirzaiyan , Eshan V. Dave","doi":"10.1016/j.trgeo.2025.101708","DOIUrl":null,"url":null,"abstract":"<div><div>The mechanical reinforcement effects of a Moisture Management Geotextile (MMG) within pavement systems were evaluated using finite element modeling. Field test sections in Minnesota and Texas were constructed to assess the MMG’s performance under varying climatic conditions and loading scenarios. A two-dimensional axisymmetric finite element model was developed in ABAQUS, incorporating non-linear, stress-dependent behavior of unbound materials and modeling the geotextile as an orthotropic elastic membrane to capture its anisotropic properties. Calibration and validation using Falling Weight Deflectometer data demonstrated the model’s accuracy in capturing pavement responses and the mechanical reinforcement provided by the MMG. An extensive parametric analysis, involving over 110,000 finite element simulations across various locations, traffic levels, pavement cross-sections, and material properties, was conducted to evaluate the MMG’s impact. Comparative analyses aligned rutting damage predictions from the non-linear models with traditional Layered Elastic Analysis (LEA) methods. Adjustments were made to unbound granular layer thicknesses in the LEA models to account for the mechanical reinforcement effects captured in non-linear ABAQUS model. A Python-based tool was developed to facilitate practical implementation of these adjustments in pavement design. Although the broader parametric analysis was extensive, this paper presents selected demonstration cases to illustrate the methodology and key findings. Findings indicate that the MMG can significantly enhance pavement performance by reducing compressive strains on the subgrade and permit thinner base layers without compromising structural integrity, leading to potential cost savings and material efficiency. The study underscores the importance of incorporating geosynthetic reinforcement into pavement design and provides a practical methodology for accounting the MMG’s mechanical benefits within existing design frameworks. This paper (Part A) focuses on mechanical reinforcement effects; a companion paper (Part B) will address hydraulic stabilization, developing a comprehensive model integrating both benefits to enhance pavement design methodologies.</div></div>","PeriodicalId":56013,"journal":{"name":"Transportation Geotechnics","volume":"55 ","pages":"Article 101708"},"PeriodicalIF":5.5000,"publicationDate":"2025-09-03","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":"0","resultStr":"{\"title\":\"Enhanced pavement design process to incorporate moisture management geotextiles: a comprehensive mechanical-hydro-mechanical modeling and design integration (Part A)\",\"authors\":\"Danial Mirzaiyan , Eshan V. Dave\",\"doi\":\"10.1016/j.trgeo.2025.101708\",\"DOIUrl\":null,\"url\":null,\"abstract\":\"<div><div>The mechanical reinforcement effects of a Moisture Management Geotextile (MMG) within pavement systems were evaluated using finite element modeling. Field test sections in Minnesota and Texas were constructed to assess the MMG’s performance under varying climatic conditions and loading scenarios. A two-dimensional axisymmetric finite element model was developed in ABAQUS, incorporating non-linear, stress-dependent behavior of unbound materials and modeling the geotextile as an orthotropic elastic membrane to capture its anisotropic properties. Calibration and validation using Falling Weight Deflectometer data demonstrated the model’s accuracy in capturing pavement responses and the mechanical reinforcement provided by the MMG. An extensive parametric analysis, involving over 110,000 finite element simulations across various locations, traffic levels, pavement cross-sections, and material properties, was conducted to evaluate the MMG’s impact. Comparative analyses aligned rutting damage predictions from the non-linear models with traditional Layered Elastic Analysis (LEA) methods. Adjustments were made to unbound granular layer thicknesses in the LEA models to account for the mechanical reinforcement effects captured in non-linear ABAQUS model. A Python-based tool was developed to facilitate practical implementation of these adjustments in pavement design. Although the broader parametric analysis was extensive, this paper presents selected demonstration cases to illustrate the methodology and key findings. Findings indicate that the MMG can significantly enhance pavement performance by reducing compressive strains on the subgrade and permit thinner base layers without compromising structural integrity, leading to potential cost savings and material efficiency. The study underscores the importance of incorporating geosynthetic reinforcement into pavement design and provides a practical methodology for accounting the MMG’s mechanical benefits within existing design frameworks. This paper (Part A) focuses on mechanical reinforcement effects; a companion paper (Part B) will address hydraulic stabilization, developing a comprehensive model integrating both benefits to enhance pavement design methodologies.</div></div>\",\"PeriodicalId\":56013,\"journal\":{\"name\":\"Transportation Geotechnics\",\"volume\":\"55 \",\"pages\":\"Article 101708\"},\"PeriodicalIF\":5.5000,\"publicationDate\":\"2025-09-03\",\"publicationTypes\":\"Journal Article\",\"fieldsOfStudy\":null,\"isOpenAccess\":false,\"openAccessPdf\":\"\",\"citationCount\":\"0\",\"resultStr\":null,\"platform\":\"Semanticscholar\",\"paperid\":null,\"PeriodicalName\":\"Transportation Geotechnics\",\"FirstCategoryId\":\"5\",\"ListUrlMain\":\"https://www.sciencedirect.com/science/article/pii/S2214391225002272\",\"RegionNum\":2,\"RegionCategory\":\"工程技术\",\"ArticlePicture\":[],\"TitleCN\":null,\"AbstractTextCN\":null,\"PMCID\":null,\"EPubDate\":\"\",\"PubModel\":\"\",\"JCR\":\"Q1\",\"JCRName\":\"ENGINEERING, CIVIL\",\"Score\":null,\"Total\":0}","platform":"Semanticscholar","paperid":null,"PeriodicalName":"Transportation Geotechnics","FirstCategoryId":"5","ListUrlMain":"https://www.sciencedirect.com/science/article/pii/S2214391225002272","RegionNum":2,"RegionCategory":"工程技术","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":null,"EPubDate":"","PubModel":"","JCR":"Q1","JCRName":"ENGINEERING, CIVIL","Score":null,"Total":0}
Enhanced pavement design process to incorporate moisture management geotextiles: a comprehensive mechanical-hydro-mechanical modeling and design integration (Part A)
The mechanical reinforcement effects of a Moisture Management Geotextile (MMG) within pavement systems were evaluated using finite element modeling. Field test sections in Minnesota and Texas were constructed to assess the MMG’s performance under varying climatic conditions and loading scenarios. A two-dimensional axisymmetric finite element model was developed in ABAQUS, incorporating non-linear, stress-dependent behavior of unbound materials and modeling the geotextile as an orthotropic elastic membrane to capture its anisotropic properties. Calibration and validation using Falling Weight Deflectometer data demonstrated the model’s accuracy in capturing pavement responses and the mechanical reinforcement provided by the MMG. An extensive parametric analysis, involving over 110,000 finite element simulations across various locations, traffic levels, pavement cross-sections, and material properties, was conducted to evaluate the MMG’s impact. Comparative analyses aligned rutting damage predictions from the non-linear models with traditional Layered Elastic Analysis (LEA) methods. Adjustments were made to unbound granular layer thicknesses in the LEA models to account for the mechanical reinforcement effects captured in non-linear ABAQUS model. A Python-based tool was developed to facilitate practical implementation of these adjustments in pavement design. Although the broader parametric analysis was extensive, this paper presents selected demonstration cases to illustrate the methodology and key findings. Findings indicate that the MMG can significantly enhance pavement performance by reducing compressive strains on the subgrade and permit thinner base layers without compromising structural integrity, leading to potential cost savings and material efficiency. The study underscores the importance of incorporating geosynthetic reinforcement into pavement design and provides a practical methodology for accounting the MMG’s mechanical benefits within existing design frameworks. This paper (Part A) focuses on mechanical reinforcement effects; a companion paper (Part B) will address hydraulic stabilization, developing a comprehensive model integrating both benefits to enhance pavement design methodologies.
期刊介绍:
Transportation Geotechnics is a journal dedicated to publishing high-quality, theoretical, and applied papers that cover all facets of geotechnics for transportation infrastructure such as roads, highways, railways, underground railways, airfields, and waterways. The journal places a special emphasis on case studies that present original work relevant to the sustainable construction of transportation infrastructure. The scope of topics it addresses includes the geotechnical properties of geomaterials for sustainable and rational design and construction, the behavior of compacted and stabilized geomaterials, the use of geosynthetics and reinforcement in constructed layers and interlayers, ground improvement and slope stability for transportation infrastructures, compaction technology and management, maintenance technology, the impact of climate, embankments for highways and high-speed trains, transition zones, dredging, underwater geotechnics for infrastructure purposes, and the modeling of multi-layered structures and supporting ground under dynamic and repeated loads.