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International Journal of Pavement Research and Technology最新文献

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Investigation of Compaction on Compressive Strength and Porosity of Pervious Concrete 压实对透水混凝土抗压强度和孔隙率的影响研究
Q2 CONSTRUCTION & BUILDING TECHNOLOGY Pub Date : 2023-10-16 DOI: 10.1007/s42947-023-00377-w
M. Sajeevan, D. N. Subramaniam, R. Rinduja, J. Pratheeba
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引用次数: 0
Assessment of Mechanical Characteristics of Crushed Rock Substituted with Tyre Crumb for the Application of Road Base or Subbase Layers of Road Pavement 用轮胎碎料替代碎石在道路基层或亚基层应用的力学特性评价
Q2 CONSTRUCTION & BUILDING TECHNOLOGY Pub Date : 2023-10-11 DOI: 10.1007/s42947-023-00383-y
Arulanantham Anburuvel, H. M. J. L. Priyadarshana, R. M. S. T. Kulathunga
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引用次数: 0
Segmentation of Long Concrete Pavement Sections Based on Concrete Strength 基于混凝土强度的混凝土路面长断面分割
Q2 CONSTRUCTION & BUILDING TECHNOLOGY Pub Date : 2023-10-11 DOI: 10.1007/s42947-023-00382-z
Nicolet DeVine, Sarah L. Gassman, Charles E. Pierce
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引用次数: 0
Study on Pore Structure-Strength Model of Aeolian Sand Concrete Based on Grey Entropy Analysis 基于灰熵分析的风沙混凝土孔隙结构-强度模型研究
Q2 CONSTRUCTION & BUILDING TECHNOLOGY Pub Date : 2023-10-02 DOI: 10.1007/s42947-023-00381-0
Huimei Zhang, Shihang Zheng, Chao Yuan, Shiguan Chen, Panyuan Jing, Yugen Li
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引用次数: 0
Volume Stability of Pervious Concrete Pavement Containing Municipal Solid Waste Incineration Bottom Ash 含生活垃圾焚烧底灰透水混凝土路面体积稳定性研究
Q2 CONSTRUCTION & BUILDING TECHNOLOGY Pub Date : 2023-10-02 DOI: 10.1007/s42947-023-00379-8
Zeinab Nasser Eddine, Firas Barraj, Jamal Khatib, Adel Elkordi
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引用次数: 1
Use of Coconut Coir Geotextiles, a Green Material for Sustainable Low-Volume Roads 使用椰子纤维土工织物,一种绿色材料,用于可持续的小体积道路
Q2 CONSTRUCTION & BUILDING TECHNOLOGY Pub Date : 2023-10-02 DOI: 10.1007/s42947-023-00380-1
Dona Lavanya Ravikumar, Sundeep Inti, Veeraragavan Amirthalingam
{"title":"Use of Coconut Coir Geotextiles, a Green Material for Sustainable Low-Volume Roads","authors":"Dona Lavanya Ravikumar, Sundeep Inti, Veeraragavan Amirthalingam","doi":"10.1007/s42947-023-00380-1","DOIUrl":"https://doi.org/10.1007/s42947-023-00380-1","url":null,"abstract":"","PeriodicalId":53602,"journal":{"name":"International Journal of Pavement Research and Technology","volume":"8 1","pages":"0"},"PeriodicalIF":0.0,"publicationDate":"2023-10-02","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"135895787","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":0,"RegionCategory":"","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
引用次数: 0
Multi-time Step Deterioration Prediction of Freeways Using Linear Regression and Machine Learning Approaches: A Case Study 基于线性回归和机器学习方法的高速公路多时间步长退化预测:一个案例研究
Q2 CONSTRUCTION & BUILDING TECHNOLOGY Pub Date : 2023-09-19 DOI: 10.1007/s42947-023-00376-x
Huu Tran, Dilan Robert, Prageeth Gunarathna, Sujeeva Setunge
Abstract Multi-time step deterioration prediction of road pavements can provide more options for effective maintenance and rehabilitation decision under limited resources as compared to single time step prediction. This paper presents the 1–4 time step ahead prediction of the pavement cracking, rutting and roughness using their past values together with climate and traffic data as model inputs. Three prediction models were adopted, including the simple multiple linear regression (MLR) model and two sophisticated machine learning models, namely, support vector regression (SVR) and genetic programming (GP) models. An industry dataset of spray seal freeways is used to demonstrate the application of the methodology developed in this study. After calibration with observed data, the three prediction models are tested with unseen datasets using three performance indicators, namely, mean squared error (MSE), mean absolute percentage error (MAPE) and coefficient of determination (R squared). Among many results, all three models are unable to predict cracking with acceptable prediction accuracy. On the other hand, the rutting and roughness can be predicted with relatively good accuracy up to 4 time steps ahead. The sensitivity analysis shows that roughness and rutting prediction depends significantly on their previous or lagged values and not on remaining inputs such as annual average daily traffic (AADT) and rainfall. The methodology developed in this study is also applied to another dataset of asphalt freeways, which have similar model inputs. Similar findings are found with this dataset of asphalt freeways to that of spray seal freeways. The simple MLR model can produce similar prediction performance to the sophisticated SVR and GP models for rutting and roughness, suggesting the use of the MLR model as a benchmark for any development of prediction models for pavement deterioration.
与单时间步长预测相比,多时间步长路面劣化预测能为有限资源下的有效维修修复决策提供更多选择。本文利用路面裂缝、车辙和粗糙度的过去值以及气候和交通数据作为模型输入,提前1-4个时间步预测路面裂缝、车辙和粗糙度。采用了简单多元线性回归(MLR)模型和支持向量回归(SVR)和遗传规划(GP)两种复杂的机器学习模型三种预测模型。喷雾密封高速公路的行业数据集用于演示本研究中开发的方法的应用。在对观测数据进行校正后,使用均方误差(MSE)、平均绝对百分比误差(MAPE)和决定系数(R平方)三个性能指标对三种预测模型进行检验。在众多的结果中,这三种模型都不能以可接受的预测精度预测开裂。另一方面,车辙和粗糙度可以提前4个时间步长以较好的精度预测。敏感性分析表明,粗糙度和车辙预测主要依赖于它们的前值或滞后值,而不依赖于年平均日交通量(AADT)和降雨量等剩余输入。本研究中开发的方法也适用于具有类似模型输入的另一个沥青高速公路数据集。沥青高速公路的数据集与喷雾密封高速公路的数据集发现了类似的结果。简单的MLR模型对车辙和粗糙度的预测效果与复杂的SVR和GP模型相似,建议将MLR模型作为任何路面劣化预测模型开发的基准。
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引用次数: 0
Improving Gravel Material Specifications for Unpaved Roads: Australian Case Study 改进未铺砌道路的砾石材料规格:澳大利亚案例研究
Q2 CONSTRUCTION & BUILDING TECHNOLOGY Pub Date : 2023-09-15 DOI: 10.1007/s42947-023-00355-2
Jeremy Frankel, Farzaneh Tahmoorian
Abstract Gravel surfacing is a cost-effective approach for constructing roads in sparsely populated regions. However, maintaining the shape and usability of gravel roads requires regular upkeep to ensure road user safety. This study focuses on the significant gravel material specifications for wearing courses and highlights the findings of the Department of Transport and Main Roads (TMR) in Australia regarding the crucial role of material specifications in road maintenance routines. The Goondiwindi area in Queensland, featuring approximately 2000 km of gravel roads, serves as a case study for investigating the viability of granular stabilization techniques in enhancing re-sheeting materials for this network. In this research, gravel samples from ten gravel pits in the region were characterized through a range of tests, including particle-size distribution, Atterberg limit, California bearing ratio (CBR), and capillary rise. These laboratory investigations facilitated the development of a desktop analysis tool that predicts the engineering properties of gravel blends obtained from different pits. The validity of this analysis tool was assessed by comparing its results with comprehensive laboratory investigations of gravel samples and their blends. The verification process demonstrated that the results obtained from the desktop analysis tool aligned well with the test results. The study concludes that the analysis tool can effectively identify suitable gravel blends that meet target specifications, provided that the shrinkage product and CBR values of the parent pits are acceptable. The findings of this research can enhance confidence in designing gravel blends for wearing courses based on the properties of individual gravel pits, eliminating the need for additional testing on the gravel blends, and thus reducing costs.
砾石路面是在人口稀少地区修建道路的一种经济有效的方法。然而,保持砂砾路的形状和可用性需要定期保养,以确保道路使用者的安全。本研究侧重于磨损路面的重要砾石材料规格,并强调澳大利亚交通和主要道路部(TMR)关于材料规格在道路维护日常工作中的关键作用的研究结果。昆士兰的Goondiwindi地区拥有大约2000公里的砾石道路,作为研究颗粒稳定技术在增强该网络重新铺层材料方面的可行性的案例。通过粒度分布、Atterberg极限、加利福尼亚承载比(CBR)和毛细上升等一系列测试,对该地区10个砾石坑的砾石样品进行了表征。这些实验室研究促进了桌面分析工具的开发,该工具可以预测从不同坑中获得的砾石混合物的工程特性。通过将该分析工具的结果与砾石样品及其混合物的综合实验室调查结果进行比较,评估了该分析工具的有效性。验证过程表明,从桌面分析工具获得的结果与测试结果很好地吻合。研究表明,只要母坑的收缩率和CBR值可以接受,该分析工具可以有效地识别出符合目标规格的合适砾石混合物。该研究结果可以增强根据单个砾石坑的特性设计适合磨损层的砾石混合物的信心,消除了对砾石混合物进行额外测试的需要,从而降低了成本。
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引用次数: 0
Measurement of the Performances of Various Asphalt Mixtures on Suspended Steel Deck Bridge Pavements 不同沥青混合料在悬索钢桥面铺装层上的性能测定
Q2 CONSTRUCTION & BUILDING TECHNOLOGY Pub Date : 2023-09-13 DOI: 10.1007/s42947-023-00378-9
Çağlar Eren, Halit Özen, Onur Şahin, Yurdakul Aygörmez
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引用次数: 0
Surface Condition Assessment of Unpaved Roads Through the Use of Unmanned Aerial Vehicle 利用无人机对未铺路面进行路面状况评估
Q2 CONSTRUCTION & BUILDING TECHNOLOGY Pub Date : 2023-09-06 DOI: 10.1007/s42947-023-00374-z
Welbeck Oppong Adu, G. Dumedah, Anum Charles Adams
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引用次数: 0
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International Journal of Pavement Research and Technology
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