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低碳 1

尾气降解 1

融雪除冰 1

超薄罩面 1

路面降温 1

运行环境；高性能计算；轻量化；隔离；Overlay 1

道路养护 1

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Optimization of polyurethane-bonded thin overlay mixture designation for airport pavement

Xianrui LI; Ling XU; Qidi ZONG; Fu JIANG; Xinyao YU; Jun WANG; Feipeng XIAO

《结构与土木工程前沿（英文）》 2022年第16卷第8期页码 947-961 doi: 10.1007/s11709-022-0836-y

摘要： This research explored the application potential of PUM thin-overlay technology on airport rapid maintenance. The rapid curing process of polyurethane binder determines the limited time window for mixing and construction of polyurethane-bonded mixture (PUM), which presents significant difference with hot-mix asphalt (HMA) technology. Therefore, this research investigated and optimized the mix design of PUM for airport thin-overlay technology based on its thermosetting characteristics. First, limestone and basalt were comprehensively compared as an aggregate for PUM. Then, the effects of molding and curing conditions were studied in terms of mixing time, molding method, molding parameters and curing temperature. Statistical analysis was also conducted to evaluate the effects of gradation and particle size on PUM performances based on gray relational analysis (GRA), thus determining the key particle size to control PUM performances. Finally, the internal structural details of PUM were captured by X-ray CT scan test. The results demonstrated that it only took 12 hours to reach 75% of maximum strength at a curing temperature of 50 °C, indicating an efficient curing process and in turn allowing short traffic delay. The internal structural details of PUM presented distribution of tiny pores with few connective voids, guaranteeing waterproof property and high strength.

关键词： polyurethane-bonded mixture mix design optimization airport pavement thin overlay gray relational analysis

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Effect of anisotropic characteristics on the mechanical behavior of asphalt concrete overlay

Lingyun YOU, Zhanping YOU, Kezhen YAN

《结构与土木工程前沿（英文）》 2019年第13卷第1期页码 110-122 doi: 10.1007/s11709-018-0476-4

摘要： Asphalt concrete (AC) overlays placed over old asphalt pavement have become an alternative to repairing and reinforcing pavements. The strength contributed by the AC overlay is strongly influenced by the anisotropic properties of the pavement material. This study was conducted to analyze the influence of anisotropy, modulus gradient properties, and the condition of the AC overlay and old pavement contact plane on the mechanical behaviors of AC overlays, as well as to quantify the influence of the degree of anisotropy on the mechanical behaviors of AC overlay by a sensitivity analysis (SA). The mechanical behaviors of the AC overlay were numerically obtained using the three-dimensional finite element method with the aid of ABAQUS a commercial program. Variations in the AC overlay’s modulus as a function of temperature as well as the contact state between the AC overlay and AC layer were considered. The SA is based on standardized regression coefficients method. Comparing the mechanical behavior in terms of surface deflection, stress, and strain of the anisotropy model against those corresponding to the isotropic model under static loads show that the anisotropic properties had greater effects on the mechanical behavior of the AC overlay. In addition, the maximum shear stress in the AC overlay was the most significant output parameter affected by the degree of anisotropy. Therefore, future research concerning the reinforcement and repair of pavements should consider the anisotropic properties of the pavement materials.

关键词： asphalt concrete overlay anisotropy temperature gradients modulus gradients finite element simulation sensitivity analysis

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Experimental investigation on concrete overlaid with textile reinforced mortar: Influences of mix, temperature, and chemical exposure

《结构与土木工程前沿（英文）》 2023年第17卷第2期页码 271-283 doi: 10.1007/s11709-022-0896-z

摘要： Textile reinforced mortar is widely used as an overlay for the repair, rehabilitation, and retrofitting of concrete structures. Recently, textile reinforced concrete has been identified as a suitable lining material for improving the durability of existing concrete structures. In this study, we developed a textile-reinforced mortar mix using river sand and evaluated the different characteristics of the textile-reinforced mortar under various exposure conditions. Studies were carried out in two phases. In the first phase, the pullout strength, temperature resistance, water absorption, and compressive and bending strength values of three different textile-reinforced mortar mixes with a single type of textile reinforcement were investigated. In the second phase, the chemical resistance of the mix that showed the best performance in the abovementioned tests was examined for use as an overlay for a concrete substrate. Investigations were performed on three different thicknesses of the textile reinforced mortar overlaid on concrete specimens that were subjected to acidic and alkaline environments. The flexural responses and degradations of the textile reinforced mortar overlaid specimens were examined by performing bending tests. The experimental findings indicated the feasibility of using textile reinforced mortar as an overlay for durable concrete construction practices.

关键词： textile reinforced mortar bending tests acid and alkaline environment concrete overlay

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面向高性能计算的自部署运行环境 Research Articles

邵明天,卢凯,张文喆

《信息与电子工程前沿（英文）》 2022年第23卷第6期页码 845-857 doi: 10.1631/FITEE.2100016

摘要：

传统高性能计算系统提供了标准的预置环境来支持科学计算。然而，高性能计算的发展需要为越来越多应用提供支持，如人工智能、大数据等。标准的预设环境已无法满足这些多样化的要求。如果用户仍然在高性能计算系统上运行这些新兴应用程序，他们需要手动维护应用程序的特定依赖项（库、环境变量等），这增加了用户的开发和部署负担。此外，多用户模式也带来用户之间的隐私问题。像Docker和Singularity这样的容器可以封装作业的执行环境，但是在高度定制的高性能计算系统中，Docker和Singularity的跨环境应用部署是受限的。容器镜像的引入也给系统管理员增加了维护负担。针对上述问题，本文提出一种适用于高性能计算的自部署执行环境（SDEE）。SDEE结合了传统虚拟化和现代容器的优点，为用户提供了一个独立、可定制的环境（类似于虚拟机）。该用户是此环境中的根用户。用户开发和调试应用程序，并在此环境中部署其特殊的依赖项，然后可以通过传统高性能计算系统的作业管理系统，直接将作业加载到计算节点。作业及其依赖项将被自动分析、打包、部署和执行。该过程实现了透明、快速的作业部署，不仅减轻了用户负担，而且保护了用户隐私。实验表明，SDEE引入的开销可忽略不计，比Docker和Singularity都要低。

关键词：运行环境；高性能计算；轻量化；隔离；Overlay

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面向未来低碳道路养护的超薄罩面功能性研究综述 Review

郭猛, 张瑞, 杜修力, 刘鹏飞

《工程（英文）》 2024年第32卷第1期页码 83-99 doi: 10.1016/j.eng.2023.03.020

摘要：

截至2021年，中国公路养护总里程达到525万公里。超薄罩面作为最常用的路面养护技术之一，可以显著提高路面的经济效益和环境效益。为了促进超薄罩面的低碳发展，本文主要研究了超薄罩面几种功能性的作用机理及影响因素。首先，对超薄罩面的抗滑性能、降噪性能、抗车辙性能和抗裂性能进行了评价。结果表明，优质集料可使超薄罩面的抗滑和抗车辙性能提高5 %~20 %。优化后的级配及改性胶结料可将超薄罩面的噪音降低0.4~6.0 dB。高粘度改性胶结料可使超薄罩面混合料的抗车辙性能提高10 %~130 %。玄武岩纤维可使超薄罩面的抗裂性提升20 %以上。由于超薄罩面具有更薄的厚度及更好的道路性能，其基于性能的工程成本与传统罩面相比，可降低30 %~40 %。其次，研究了超薄罩面的几种环保功能，包括融雪除冰、废气降解和路面降温。由于超薄罩面的厚度较薄，有利于氯化物融雪材料向路表的扩散。因此，自融雪超薄罩面的融雪效果较好。此外，含有光催化材料的超薄罩面混合料可以分解20 %~50 %的尾气污染物。彩色超薄罩面最高能够将路面温度降低8.1 ℃。而含有热阻材料的超薄罩面的上下表面温差最高可达12.8 ℃。此外，本文总结了功能型超薄罩面在全世界的一些典型工程应用。本综述有助于研究人员更好地理解超薄罩面的功能性，同时可促进未来多功能低碳道路养护的实现。

关键词：道路养护超薄罩面融雪除冰尾气降解路面降温低碳