LTPP Seasonal Asphalt Concrete (AC) Pavement Temperature Models

机译：LTpp季节性沥青混凝土（aC）路面温度模型

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SUPERPAVE binders are selected based on the lowest and highest pavement211u001etemperatures expected at a job. The original SUPERPAVE specifications were 211u001edeveloped with limited data for validating the low-temperature algorithm for 211u001epavement temperatures. The lowest air temprature was assumed for the lowest 211u001epavement temperature. In areas with extremely low temperature, this conservative 211u001eapproach has led to the selection of more restrictive binder grades than may be 211u001enecessary. These binder grades usually require that modifiers be added to the 211u001easphalt, which increases the cost of the project. The report proposes revisions 211u001eto the Strategic Highway Research Program (SHRP) Performance Grading System for

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作者
Mohseni, A.;
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年度 1998
页码 1-72
总页数 72
原文格式 PDF
正文语种 eng
中图分类工业技术;
关键词
Asphalts; Binders(Materials); Seasonal variations; Temperature;

机译：沥青;粘合剂（材料）;季节变化;温度;

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1. Prediction of Asphalt Pavement Temperature Profile During FWD Testing: Simplified Analytical Solution with Model Validation Based on LTPP Data [J] . Dong Wang Journal of Transportation Engineering . 2013,第1期

机译：FWD测试过程中沥青路面温度曲线的预测：基于LTPP数据的模型验证的简化解析解决方案
2. Development of distress condition index of asphalt pavements using LTPP data through structural equation modeling [J] . Chen Xueqin, Dong Qiao, Zhu Hehua, Transportation research . 2016,第jula期

机译：利用LTPP数据通过结构方程模型建立沥青路面的病害状况指标。
3. Analyzing Influence Factors of Transverse Cracking on LTPP Resurfaced Asphalt Pavements through NB and ZINB Models [J] . Qiao Dong, Ximiao Jiang, Baoshan Huang, Journal of Transportation Engineering . 2013,第9期

机译：通过NB和ZINB模型分析LTPP重铺沥青路面横向裂缝的影响因素。
4. Performance of Asphalt Concrete Wearing Course (AC-WC) Utilizing Reclaimed Asphalt Pavement from Cold Milling Bound with 80/100 Pen Asphalt [C] . I N.A. Thanya, I W. Suweda, G.K. Putra International Conference on Quality in Research . 2018

机译：沥青混凝土磨损课程（AC-WC）的性能利用80/100笔沥青的冷铣削结束后沥青路面
5. DEVELOPMENT OF A FLEXIBLE PAVEMENT FATIGUE MODEL FOR WASHINGTON STATE (OVERLAY, DEFLECTION, ASPHALT CONCRETE STIFFNESS, SEASONAL VARIATION, EQUIVELENCY TRAFFIC FACTORS). [D] . BU-BUSHAIT, ABDULAZIZ ABDULRAHMAN. 1985

机译：华盛顿州柔性路面疲劳模型的开发（覆盖，挠度，沥青混凝土刚度，季节变化，等效交通因子）。
6. New Damage Evolution Law for Steel–Asphalt Concrete Composite Pavement Considering Wheel Load and Temperature Variation [O] . Xunqian Xu, Xiao Yang, Wei Huang, 2019

机译：考虑轮载和温度变化的钢-沥青混凝土复合路面破坏演化新规律
7. Improvements to a Transport Model of Asphalt Binder Oxidation in Pavements: Pavement Temperature Modeling, Oxygen Diffusivity in Asphalt Binders and Mastics, and Pavement Air Void Characterization [O] . Han Rongbin 2011

机译：路面沥青结合料氧化运输模型的改进：路面温度模型，沥青粘合剂和胶乳中的氧气扩散率以及路面空洞特性
8. Performance Evaluation of Arizona’s LTPP SPS-5 Project: Strategic Study of Rehabilitation of Asphalt Concrete Pavements. [R] . Schmalzer, P. N., Karamihas, S. M., Punnackal, T., 2015

机译：亚利桑那州LTpp sps-5项目的性能评估：沥青混凝土路面修复的战略研究。

LTPP Seasonal Asphalt Concrete (AC) Pavement Temperature Models

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