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(B部分)

IF 5.5 2区 工程技术 Q1 ENGINEERING, CIVIL
Danial Mirzaiyan , Parisa Sarzaeim , Eshan V. Dave
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引用次数: 0

摘要

在本研究的A部分,建立了一个力学模型来捕捉湿度管理土工布(MMG)的机械加固效果。B部分介绍了一个综合的机械-液压-机械(MHM)模型,以整合MMG提供的机械(a部分)和液压(B部分)稳定。水力学模型采用系统动力学模型(SDM),包括两个主要部分:模拟路面结构内部水分运动的水文模型;还有一个岩土力学模型,决定了材料的水分依赖特性。机械部分根据SDM的输出对路面结构性能进行评估。对Hydrus-1D的验证表明,在模拟水分动力学方面具有很高的准确性(R2 = 0.96)。季节性分析表明,MMG增加了松散颗粒层和路基弹性模量,特别是在高降水季节。14个示范案例显示了在路面环境中集成MMG将提供的改进。采用非线性有限元和分层弹性分析模型对调整后的路面设计进行验证,证实了厚度调整的有效性(R2 = 0.95)。对比分析表明,在示范案例中,MMG降低了路基顶部的压应变,并将路面车辙寿命提高了200%。MMG的优点被纳入AASHTO 1993设计方法,从而增加了等效单轴负载能力和结构增强。开发了基于python的自动化工具,以方便将MMG结合到机械经验和经验路面设计方法中,提供用户友好的环境,而无需深入了解复杂模型。这项研究弥合了创新土工合成材料和既定设计方法之间的差距,为工程师提供了一个强大的工具来创造耐用和有弹性的路面。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
Enhanced pavement design process to incorporate moisture management geotextiles: a comprehensive mechanical-hydro-mechanical modeling and design integration (part B)
In Part A of this study, a mechanical model was developed to capture the mechanical reinforcement effects of Moisture Management Geotextiles (MMG). Part B introduces a comprehensive Mechanical-Hydro-Mechanical (MHM) model to integrate the mechanical (Part A) and hydraulic (Part B) stabilizations provided by MMG. The hydro-mechanical model employs a system dynamic model (SDM) comprising two main components: a hydrological model simulating moisture movement withing pavement structure; and a geotechnical model determining moisture-dependent material properties. The mechanical part assesses pavement structural performance based on the SDM’s outputs. Validation against Hydrus-1D demonstrated high accuracy in simulating moisture dynamics (R2 = 0.96). Seasonal analyses revealed that MMG enhances the unbound granular layers and subgrade resilient modulus, especially during high-precipitation seasons. Fourteen demonstration cases were used to show the improvement that integrating MMG in pavement context will provide. Adjusted pavement designs were validated using both non-linear finite element and layered elastic analysis models, confirming the effectiveness of thickness adjustments (R2 = 0.95). Comparative analyses indicated that MMG reduces compressive strains on top of the subgrade and increases pavement rutting life by up to 200 % for demonstration cases. The benefits of MMG were incorporated into the AASHTO 1993 design method, resulting in increases in equivalent single axle load capacities and structural enhancements. Automated Python-based tools were developed to facilitate the incorporation of MMG into both mechanistic-empirical and empirical pavement design approaches, providing a user-friendly environment without requiring in-depth knowledge of complex models. This research bridges the gap between innovative geosynthetic materials and established design methodologies, offering a robust tool for engineers to create durable and resilient pavements.
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来源期刊
Transportation Geotechnics
Transportation Geotechnics Social Sciences-Transportation
CiteScore
8.10
自引率
11.30%
发文量
194
审稿时长
51 days
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.
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