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)

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

摘要

采用有限元模型对湿管理土工布(MMG)在路面系统中的机械加固效果进行了评估。在明尼苏达州和德克萨斯州建立了现场试验段,以评估MMG在不同气候条件和加载情景下的性能。在ABAQUS中建立二维轴对称有限元模型,结合非束缚材料的非线性应力依赖行为,并将土工布建模为正交各向异性弹性膜,以捕捉其各向异性特性。使用下落重量偏转计数据进行校准和验证,证明了该模型在捕捉路面响应和MMG提供的机械加固方面的准确性。为了评估MMG的影响,进行了广泛的参数分析,包括超过11万次有限元模拟,涉及不同地点、交通水平、路面横截面和材料特性。对比分析将非线性模型的车辙损伤预测与传统的层状弹性分析(LEA)方法相一致。在LEA模型中对未绑定颗粒层厚度进行了调整,以考虑非线性ABAQUS模型中捕获的机械强化效应。开发了一个基于python的工具,以方便在路面设计中实际实施这些调整。虽然更广泛的参数分析是广泛的,但本文提出了一些示范案例来说明方法和主要发现。研究结果表明,MMG可以通过减少路基上的压缩应变来显著提高路面性能,并在不影响结构完整性的情况下允许更薄的基层,从而节省潜在的成本和材料效率。该研究强调了将土工合成材料加固纳入路面设计的重要性,并提供了在现有设计框架内计算MMG机械效益的实用方法。本文(A部分)主要研究机械加固效应;配套论文(B部分)将讨论液压稳定,开发一个综合模型,整合两者的优势,以提高路面设计方法。
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 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.
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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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