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Airfield and Highway Pavements 2019最新文献

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Frost Depth Penetration and Frost Heave in Frost Susceptible Soils 易冻土的冻深渗透和冻胀
Pub Date : 2019-07-18 DOI: 10.1061/9780784482469.049
W. Lein, S. Slone, C. E. Smith, A. Bernier
The natural freezing and thawing of soils dramatically affects their thermal and mechanical properties. This can have destructive effects on structures built on those soils. This study developed a thermodynamic finite element model using multiple frost-susceptible soil types. It measured thermal conductivity and temperature through several freeze–thaw cycles. We identified moisture migration as likely the most significant factor in frost heave and frost penetration. Additionally, the thermal conductivity increased near the freezing front across all samples. For example, the thermal conductivity for ML (low-plasticity silt) soils rose from 301 to 357 milliBtu/(hr*ft*°F), which appeared to correspond to where the moisture concentrated and ice formation was highest. Our experimental results guided model development, where thermal parameters changed with respect to temperature, ice, and moisture during freeze–thaw cycles. Using dynamic thermal parameters improved frostdepth prediction compared to the standard Modified Berggren equation. For our tested conditions, the equation had an error of 2.2 in. for a frost depth of 8 in. while our model had an error of 1.4 in. These developments are important to airfield runway and general pavements design and maintenance in frost-affected regions. The findings will allow more accurate predictions of frost depth and deflection. DISCLAIMER: The contents of this report are not to be used for advertising, publication, or promotional purposes. Citation of trade names does not constitute an official endorsement or approval of the use of such commercial products. All product names and trademarks cited are the property of their respective owners. The findings of this report are not to be construed as an official Department of the Army position unless so designated by other authorized documents. DESTROY THIS REPORT WHEN NO LONGER NEEDED. DO NOT RETURN IT TO THE ORIGINATOR. ERDC/CRREL TR-19-24 iii
土壤的自然冻结和解冻对其热力学性能有显著影响。这可能会对在这些土壤上建造的建筑物产生破坏性影响。本研究建立了一个使用多种易冻土壤类型的热力学有限元模型。它通过几个冻融循环来测量热导率和温度。我们确定水分迁移可能是霜胀和霜渗透的最重要因素。此外,所有样品的热导率在冻结锋附近都有所增加。例如,ML(低塑性粉土)土壤的热导率从301上升到357 milliBtu/(hr*ft*°F),这似乎与水分集中和冰形成最高的地方相对应。我们的实验结果指导了模型的发展,在冻融循环过程中,热参数随温度、冰和水分的变化而变化。与标准修正Berggren方程相比,使用动态热参数改进了霜深预测。在我们测试的条件下,方程的误差为2.2英寸。霜冻深度为8英寸。而我们的模型误差为1.4英寸。这些发展对受霜冻影响地区的机场跑道和一般路面的设计和维护很重要。这些发现将有助于更准确地预测霜冻深度和偏转。免责声明:本报告的内容不得用于广告、出版或促销目的。引用商品名称并不构成官方认可或批准使用此类商业产品。所有引用的产品名称和商标均为其各自所有者的财产。除非其他授权文件另有规定,本报告的调查结果不应被解释为陆军部的正式立场。当不再需要这份报告时,请将其销毁。不要退还给发信人。ERDC/CRREL TR-19-24
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引用次数: 4
New Challenges in Evaluating Bearing Capacity of Airfield Pavements 机场路面承载能力评价的新挑战
Pub Date : 2019-07-18 DOI: 10.1061/9780784482476.028
A. Loizos, A. Armeni, C. Plati, B. Cliatt
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引用次数: 3
Benefit Cost Analysis (BCA) of Autonomous and Connected Truck (ACT) Technology and Platooning 自动驾驶和互联卡车(ACT)技术与车队的效益成本分析(BCA)
Pub Date : 2019-07-18 DOI: 10.1061/9780784482476.019
Seunggu Kang, H. Ozer, I. Al-Qadi
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引用次数: 4
Eight-Year Field Performance of Portland Cement and Asphalt Stabilized Full-Depth Reclamation Projects 波特兰水泥和沥青稳定全深度填海工程8年现场表现
Pub Date : 2019-07-18 DOI: 10.1061/9780784482452.026
E. Amarh, G. Flintsch, W. Fernández-Gómez, B. Diefenderfer, B. Bowers
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引用次数: 3
Aircraft Hardstand Ramp Expansion at DFW International Airport DFW国际机场飞机硬架坡道扩建
Pub Date : 2019-07-18 DOI: 10.1061/9780784482476.036
K. M. Bymers, M. Bejarano
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引用次数: 0
Performance Evaluation of Pervious Pavement Using Accelerated Pavement Testing System 利用加速路面试验系统评价透水路面的性能
Pub Date : 2019-07-18 DOI: 10.1061/9780784482452.013
Zeyu Zhang, G. Lu, Dawei Wang, M. Oeser
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引用次数: 2
Long Term Durability Investigation of Cold Weather Concrete 低温混凝土的长期耐久性研究
Pub Date : 2019-07-18 DOI: 10.1061/9780784482469.035
Danielle E. Kennedy, Charles E. Smith
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引用次数: 0
A Review of Acceptance Schedule of Payment for Asphalt Pavements in Alabama 阿拉巴马州沥青路面付款验收进度回顾
Pub Date : 2019-07-18 DOI: 10.1061/9780784482452.017
A. Ajede, Fan Yin, N. Tran, Lnydi Davis Blackburn
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引用次数: 0
Permanent Deformation Characteristics of BRA Modified Asphalt Paving Mixtures Using Dynamic Creep Test Analysis 基于动态蠕变试验分析的BRA改性沥青路面混合料永久变形特性
Pub Date : 2019-07-18 DOI: 10.1061/9780784482469.008
A. Nega, M. Karami, H. Nikraz
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引用次数: 1
Moisture Susceptibility of Nano-Al 2 O 3 and SiO 2 Modified Asphalt Mixtures 纳米al2o3和sio2改性沥青混合料的水敏感性研究
Pub Date : 2019-07-18 DOI: 10.1061/9780784482469.013
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引用次数: 1
期刊
Airfield and Highway Pavements 2019
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