Relevant bibliographies by topics / Pavements, Composite

Contents

  1. Journal articles
  2. Dissertations / Theses
  3. Books
  4. Book chapters
  5. Conference papers
  6. Reports

Academic literature on the topic 'Pavements, Composite'

Author: Grafiati
Published: 10 December 2022
Last updated: 31 July 2025

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Journal articles on the topic "Pavements, Composite"

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Agrawal, Mr Vikash, Ms Anjum Rahman, Mr Sahil Nagarkar, and Mr Prajwal Kose. "Structural Stability of Composite Pavement." INTERANTIONAL JOURNAL OF SCIENTIFIC RESEARCH IN ENGINEERING AND MANAGEMENT 09, no. 04 (2025): 1–9. https://doi.org/10.55041/ijsrem44163.

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Composite pavement systems, combining asphalt concrete and Portland cement concrete layers, offer enhanced durability and performance in high-traffic and challenging environments. This study investigates the structural stability of composite pavements by analyzing material properties, layer thicknesses, and interface conditions. A numerical analysis, validated by field measurements, is conducted to assess the effects of these factors on pavement performance. The findings highlight the significant influence of asphalt concrete stiffness and interface bond strength on overall stability. Addition
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Al-Qadi, Imad L., Samer Lahouar, Kun Jiang, Kevin K. McGhee, and David Mokarem. "Accuracy of Ground-Penetrating Radar for Estimating Rigid and Flexible Pavement Layer Thicknesses." Transportation Research Record: Journal of the Transportation Research Board 1940, no. 1 (2005): 69–78. http://dx.doi.org/10.1177/0361198105194000109.

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In this paper, the accuracy of ground-penetrating radar (GPR) for estimating pavement layer thicknesses is studied on the basis of the investigation of 17 pavement sites in Virginia. The considered sites have different types of pavement systems (flexible, continuously reinforced, jointed concretes, and composite) and different ages (0 to 5 years; 10 to 15 years; older than 20 years with a surface less than 10 years; and older than 20 years with a surface older than 10 years). Because of the diversity of the test sections considered, the accuracy of the GPR thicknesses was studied for pavement
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Owusu-Antwi, Emmanuel B., Lev Khazanovich, and Leslie Titus-Glover. "Mechanistic-Based Model for Predicting Reflective Cracking in Asphalt Concrete–Overlaid Pavements." Transportation Research Record: Journal of the Transportation Research Board 1629, no. 1 (1998): 234–41. http://dx.doi.org/10.3141/1629-26.

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One of the most common types of pavement on the national highway system is composite asphalt concrete (AC) over portland cement concrete (PCC). With a large percentage of PCC pavements either approaching or at the end of their design lives, AC overlay of PCC pavements has become one of the most common methods of rehabilitation. This has resulted in several thousand kilometers of composite AC/PCC pavements. As the level of heavy truck traffic loading continues to increase on a majority of pavements, it is likely that the total length of composite pavements in the nation will continue to increas
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Mendez Larrain, Matias M., Syed Ashik Ali, Kenneth Hobson, and Musharraf Zaman. "Calibration of Effective Structural Number and Tensile Strain Models Using Traffic Speed Deflectometer (TSD) Data for Enhanced Project-Level Assessment on Flexible and Composite Pavements." Sustainability 15, no. 20 (2023): 14848. http://dx.doi.org/10.3390/su152014848.

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Pavement deterioration models provide the basis for predicting future changes in network conditions, estimating future funding needs, and determining the effectiveness and timing of maintenance and rehabilitation activities. Determining the accurate structural condition of pavements helps identify effective maintenance strategies which enhance the sustainability and service life of pavements. This study aimed to use the Traffic Speed Deflectometer (TSD) and Fast Falling Weight Deflectometer (FFWD) for project-level evaluation of pavements and use pavement properties to calibrate current models
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Decky, Martin, Katarina Hodasova, Zuzana Papanova, and Eva Remisova. "Sustainable Adaptive Cycle Pavements Using Composite Foam Concrete at High Altitudes in Central Europe." Sustainability 14, no. 15 (2022): 9034. http://dx.doi.org/10.3390/su14159034.

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Climate pavement adaptability is an integral part of a holistic concept of road design, construction, and pavement management. One of the possibilities for fulfilling the mentioned author’s premise in sustainable cycle pavements in the cold region of Central Europe is using composite foam concrete (CFC). To establish the credibility of the design of these pavements, we objectified the correlation dependencies of average annual air temperatures and frost indexes, for altitude regions from 314 to 858 m in the period 1971 to 2020, at its height above sea level. As part of the research on the incr
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Merbas, Rivolino, Endang Widjajanti, and Syahril Taufik. "Analisis Sistem Pengambilan Keputusan Penentuan Konstruksi Jalan dengan Perkerasan Kaku atau Fleksibel (Studi Kasus Jalan di Propinsi Maluku Utara)." SAINSTECH: JURNAL PENELITIAN DAN PENGKAJIAN SAINS DAN TEKNOLOGI 33, no. 1 (2023): 22–34. http://dx.doi.org/10.37277/stch.v33i1.1650.

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 This research discussing about decision support system analysis in determining concrete and composit road construction compared to asphalt construction for the case of roads in North Maluku Province. This study uses the Analytic Hierarchy Process (AHP) method or model as a method to analyze the feasibility of concrete and composit construction compared to asphalt construction. There are at least 7 (seven) factors that are considered as AHP inputs, namely road conditions, technical pavement, ecomonical/cost, duration/method of construction, availability of equipment, environmenta
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Wotring, Donald C., Gilbert Y. Baladi, Neeraj Buch, and Steve Bower. "Pavement Distress and Selection of Rehabilitation Alternatives: Michigan Practice." Transportation Research Record: Journal of the Transportation Research Board 1629, no. 1 (1998): 214–25. http://dx.doi.org/10.3141/1629-24.

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The Michigan Department of Transportation (MDOT) practice regarding the preservation, rehabilitation, and preventative maintenance actions for rigid, flexible, and composite pavements is presented and discussed. For each pavement type, the causes of distress and the corresponding MDOT fix alternatives are also presented. Examples of the MDOT practice regarding the selection of maintenance and rehabilitation alternatives for rigid, flexible, and composite pavements are also presented.
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Gökova, Süleyman. "A bibliometric analysis of pavement engineering research: Focus on composite and geosynthetic materials." Journal of Innovative Transportation 6, no. 1 (2025): 1–23. https://doi.org/10.53635/jit.1657504.

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This study presents a bibliometric analysis of the literature concerning the reinforcement of subgrade and base layers in pavements using composite and geosynthetic materials. The durability and performance of pavements are directly related to the stability of the subgrade and base layers. Therefore, the reinforcement of these layers is crucial for extending road lifespan and reducing maintenance costs. Composite and geosynthetic materials offer superior mechanical properties, durability, and ease of application compared to traditional reinforcement methods. This bibliometric review is based o
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Radziszewski, Piotr, Wioletta Jackiewicz-Rek, Michał Sarnowski, and Marek Urbański. "Fortification of Damaged Asphalt Pavements with Cement Concrete Slabs Reinforced with Next-Gen Bars – Part I: Laboratory Study." Archives of Civil Engineering 64, no. 3 (2018): 67–80. http://dx.doi.org/10.2478/ace-2018-0030.

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AbstractOver the course of operation, asphalt road pavements are subjected to damage from car traffic loads and environmental factors. One of the possible methods of strengthening damaged asphalt pavements may be the application of an additional rigid layer in the form of a cement concrete slab with continuous reinforcement.This paper presents a material-technological and structural solution for composite pavement where a cement concrete slab with continuous HFRP bar reinforcement is used for strengthening. Based on laboratory tests, the serviceability of composite bar reinforcement of rigid p
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Ali, Saima, Xuemei Liu, Sabrina Fawzia, and David Thambiratnam. "Study of the Mechanical Performance of the Improved Multi-Layer Composites Under Drop Weight Impact Loads." International Journal of Structural Stability and Dynamics 20, no. 06 (2020): 2040002. http://dx.doi.org/10.1142/s0219455420400027.

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This study attempts to propose innovative multi-layer cement-based composites to have high impact resistance which could be used for runway. In this paper, the performances of two innovative multi-layer composite runway pavements using asphalt concrete-high strength concrete-cement-treated aggregate and asphalt concrete-high strength concrete-cement mortar in surface-base-subbase layer were evaluated under impact loads. ABAQUS/Explicit software was used to simulate loading condition and nonlinear stabilized runway pavement layers characteristics. In addition, a detailed parametric study was al
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Dissertations / Theses on the topic "Pavements, Composite"

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Fang, Xiazhi. "Development of distress and performance models of composite pavements for pavement management." Thesis, The University of North Carolina at Charlotte, 2017. http://pqdtopen.proquest.com/#viewpdf?dispub=10269558.

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<p> Roadway systems in the United States have become huge assets that need massive resources to maintain and operate. To meet the long-term performance goal, government agencies developed pavement management systems (PMSs) to help them manage roadway assets effectively with limited resources. Currently, some PMSs in the United States have been designed for two types of pavements: asphalt and concrete. The composite pavement, another pavement type, which is the result of concrete pavement rehabilitations and constructed with an asphalt surface layer over a concrete base, was treated as asphalt.
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Núñez, Orlando. "Composite Pavements: A Technical and Economic Analysis During the Pavement Type Selection Process." Thesis, Virginia Tech, 2007. http://hdl.handle.net/10919/36066.

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In most road infrastructure networks, the two prevalent types of pavements considered during the pavement type selection (PTS) process are flexible and rigid. Thus, these two structures are the most commonly constructed in the road industry. A consideration of a different pavement alternative is proposed in this study. Composite pavements, which are in essence a combination of a rigid base overlaid with a hot-mix asphalt (HMA) surface course, have the potential to meet the technical and economic requirements that are sought in the PTS process. For that reason, technical and economic evalua
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Shahid, Muhammad Aslam. "Improved cement bound base design for flexible composite pavements." Thesis, University of Nottingham, 1997. http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.362991.

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Swett, Lauren J. "Seasonal Variations of Pavement Layer Moduli Determined Using In Situ Measurements of Pavement Stress and Strain." Fogler Library, University of Maine, 2007. http://www.library.umaine.edu/theses/pdf/SwettLJ2007.pdf.

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Muñoz, Dante Mejia. "Finite element modeling of nondestructive test methods used for detection of delamination in hot mix asphalt pavements." To access this resource online via ProQuest Dissertations and Theses @ UTEP, 2009. http://0-proquest.umi.com.lib.utep.edu/login?COPT=REJTPTU0YmImSU5UPTAmVkVSPTI=&clientId=2515.

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Edwards, Jonathan Paul. "Laboratory characterisation of pavement foundation materials." Thesis, Loughborough University, 2007. https://dspace.lboro.ac.uk/2134/3067.

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Pavement foundations for major roads in the UK were historically designed on an empirical basis, related to a single design chart, restricting the incorporation of superior performing materials or materials for which the empirical data sets were not available. The adoption of performance based specifications was promoted as they are perceived to 'open up' the use of alternative materials (including 'local' sources of primary materials) or techniques, and allow for the incorporation of superior performance into the overall pavement design. Parallel developments to the performance based design o
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Jacobs, Bradley L. "Evaluation of performance of composite bridge deck panels under static and dynamic loading and environmental conditions." Ohio : Ohio University, 2001. http://www.ohiolink.edu/etd/view.cgi?ohiou1173901688.

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Lambert, John Peter. "Novel assessment test for granular road foundation materials." Thesis, Loughborough University, 2007. https://dspace.lboro.ac.uk/2134/3099.

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Drivers for sustainability have made it necessary for the construction industry to adapt its traditional processes to become both more efficient and produce less waste. Performance based design and specification in the UK for motorways and trunk roads permits a very flexible approach to pavement design, material selection and performance related testing aimed at utilising materials to their maximum potential. However, it is clear that within the emerging philosophy of using materials that are 'fit for purpose' there are many technical challenges for design and specification. There is a need to
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Kamal, Mumtaz Ahmed. "Behaviour of granular materials used in flexible pavements." Thesis, Queen's University Belfast, 1993. http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.333824.

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Mataramba, Kankanamge Kasun Dilhara Wimalasena. "Evalutate the performance of geosynthetic reinforced subgrades under monotonic loading." Thesis, Queensland University of Technology, 2022. https://eprints.qut.edu.au/235924/1/Kasun_Kankanamge_Thesis.pdf.

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A series of large-scale pavement model tests were conducted in a laboratory environment to investigate the effect of geosynthetics in improving the modulus of weak subgrades. Then, a series of supplement design charts that could be useful for industry practitioners to design geosynthetic reinforced flexible pavements were developed. The outcomes of this study promote the use of geosynthetics in road construction to make economical, environmentally friendly, climate resilient, and sustainable road infrastructure.
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Books on the topic "Pavements, Composite"

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Rao, Shreenath, Michael Darter, Derek Tompkins, et al. Composite Pavement Systems, Volume 2: PCC/PCC Composite Pavements. Transportation Research Board, 2013. http://dx.doi.org/10.17226/22645.

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Rao, Shreenath, Michael Darter, Derek Tompkins, et al. Composite Pavement Systems, Volume 1: HMA/PCC Composite Pavements. Transportation Research Board, 2013. http://dx.doi.org/10.17226/22685.

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Verenʹko, V. A. Dorozhnye kompozitnye materialy: Struktura i mekhanicheskie svoĭstva. "Navuka i tėkhnika", 1993.

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Great Britain. Highways and Traffic Directorate. Structural maintenance of road pavements with flexible composite construction. Dept. of Transport, 1989.

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Buttlar, William G., Armelle Chabot, Eshan V. Dave, Christophe Petit, and Gabriele Tebaldi, eds. Mechanisms of Cracking and Debonding in Asphalt and Composite Pavements. Springer International Publishing, 2018. http://dx.doi.org/10.1007/978-3-319-76849-6.

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Diefenderfer, Brian K. Network-level pavement evaluation of Virginia's interstate system using the falling weight deflectometer. Virginia Transportation Research Council, 2008.

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Reis, Henrique L. M. dos., Djordjevic B. Boro, and American Society for Nondestructive Testing., eds. Nondestructive testing and evaluation of infrastructure. American Society for Nondestructive Testing, Inc., 1998.

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E, Bonilla Francisco, Texas. State Dept. of Highways and Public Transportation., United States. Federal Highway Administration., and Texas Transportation Institute, eds. Composite action of precast panel bridge decks in negative moment regions. Texas Transportation Institute, Texas A&M University, 1987.

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Ivanova, L. A. Organomineralʹnye kompozit︠s︡ii dli︠a︡ remonta pokrytiĭ avtomobilʹnykh dorog: Monografii︠a︡. Sibirskiĭ federalʹnyĭ universitet, 2011.

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Materials Engineering Conference (4th 1996 Washington, D.C.). Materials for the new millennium: Proceedings of the Fourth Materials Engineering Conference, Washington, D.C., November 10-14, 1996. American Society of Civil Engineers, 1996.

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Book chapters on the topic "Pavements, Composite"

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Yang, Zhihao, Linbing Wang, Dongwei Cao, Rongxu Li, and Hailu Yang. "Test and Evaluation for Performance of Composite Pavement Structure." In Lecture Notes in Civil Engineering. Springer Singapore, 2022. http://dx.doi.org/10.1007/978-981-19-1260-3_25.

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AbstractPerpetual pavement has become an important research field of highway development in China. Reasonable selection of pavement structure and ensuring the durability of the structure are one of the necessary measures to build perpetual pavements. The inverted asphalt pavement structure can not only provide high strength and good bearing capacity of semi-rigid base, but also make use of the graded crushed stones for restraining the reflection cracks of semi-rigid base. This paper presented a study on three pavement structures are, namely, a semi-rigid asphalt pavement and two inverted aspha
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Thom, Nick. "Maintenance of Composite Pavements." In Principles of Pavement Engineering, Third Edition. Emerald Publishing Limited, 2024. http://dx.doi.org/10.1680/978-1-83549-710-420243021.

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Li, Y. J., F. Li, Y. T. Deng, and S. Q. Zhou. "Electromagnetic and mechanical properties of soft magnetic cement composite." In Advances in Functional Pavements. CRC Press, 2023. http://dx.doi.org/10.1201/9781003387374-28.

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Du, Rongyao. "Reflective Cracking in Composite Pavements—A Case Study." In Testing and Characterization of Asphalt Materials and Pavement Structures. Springer International Publishing, 2018. http://dx.doi.org/10.1007/978-3-319-95789-0_14.

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Man, L., J. Ling, L. Ren, Z. Wang, and J. Gao. "Rutting depth predictive model for airfield composite pavement." In Green and Intelligent Technologies for Sustainable and Smart Asphalt Pavements. CRC Press, 2021. http://dx.doi.org/10.1201/9781003251125-36.

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Izevbekhai, Bernard, and Alexandra Akkari. "Performance of Exposed Aggregate Surface of Composite Pavements at MnROAD." In Pavement Performance: Current Trends, Advances, and Challenges. ASTM International, 2012. http://dx.doi.org/10.1520/stp104436.

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Jayalath, Chamara Prasad Gunasekara, Chaminda Gallage, and Kasun Wimalasena. "Development of Design Guidelines for Composite-Geogrid Reinforced Unpaved Pavements." In Lecture Notes in Civil Engineering. Springer International Publishing, 2022. http://dx.doi.org/10.1007/978-3-030-87379-0_28.

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Hun, M., Armelle Chabot, and F. Hammoum. "A Four-Point Bending Test for the Bonding Evaluation of Composite Pavement." In 7th RILEM International Conference on Cracking in Pavements. Springer Netherlands, 2012. http://dx.doi.org/10.1007/978-94-007-4566-7_6.

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Montestruque, Guillermo, Liedi Bernucci, Marcos Fritzen, and Laura Goretti da Motta. "Stress Relief Asphalt Layer and Reinforcing Polyester Grid as Anti-reflective Cracking Composite Interlayer System in Pavement Rehabilitation." In 7th RILEM International Conference on Cracking in Pavements. Springer Netherlands, 2012. http://dx.doi.org/10.1007/978-94-007-4566-7_113.

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Duan, Wenhong, Jiaquan Yuan, Li Xiong, et al. "Research on Axial Tensile Mechanical Properties of Early-Strength High Ductility Cementitious Composites." In Lecture Notes in Civil Engineering. Springer Nature Singapore, 2024. http://dx.doi.org/10.1007/978-981-97-4090-1_35.

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AbstractCement concrete is widely used in pavement, bridge decks and expansion joint anchorage zones. It is prone to cracking, potholes, spalling and other diseases during use. Cement-based repair materials generally have problems such as a long curing period, low bonding strength with existing concrete, and insufficient mechanical properties. Given this, this paper proposes an early-strength high-ductility cement composite material with the goal of short curing age, excellent tensile mechanical properties and relatively low price. The tensile mechanical properties of the composite material at
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Conference papers on the topic "Pavements, Composite"

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Shah, Naseeb, and Majid Ali. "An Insight into Pavement Maintenance with Fiber Concrete Overlays." In Technology Enabled Civil Infrastructure Engineering & Management Conference. Trans Tech Publications Ltd, 2025. https://doi.org/10.4028/p-2mid1n.

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In the realm of civil engineering, scientists and engineers are striving to enhance the performance of Portland cement concrete (PCC) by incorporating organic waste materials, particularly wheat straw fibers. These fibers, alongside polymers, are key components in reinforcing cementitious concrete. They have been extensively studied and found to positively impact plain concrete, leading to the development of fiber-reinforced concrete (FRC). This study innovates construction through unique random fiber inclusion, diverse types, and addressing maintenance overlays of rigid pavements. This concep
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Smith, Kurt, Prashant Ram, and Mark Snyder. "Two-Lift Concrete Pavements Constructed Under SHRP2 Project R21 Implementation Effort." In 12th International Conference on Concrete Pavements. International Society for Concrete Pavements, 2021. http://dx.doi.org/10.33593/e7xqgapy.

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Two-lift concrete pavements use two separate lifts of concrete that are placed in a wet-on-wet process to produce a monolithic structure. Although not new, two-lift concrete pavements are an innovative approach to optimizing the characteristics of each layer and, hence, the overall pavement structure. In 2014, the Federal Highway Administration (FHWA), working in collaboration with the American Association of State Highway and Transportation Officials (AASHTO), selected two-lift composite pavements for funding under the SHRP2 Implementation Assistance Program (IAP). Under that initiative, the
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Pandya, H., T. Weideli, M. Elshaer, Y. Mehta, and A. Ali. "Performance Evaluation of Composite Pavements Using Long-Term Pavement Performance (LTPP) Database." In International Airfield and Highway Pavements Conference 2019. American Society of Civil Engineers, 2019. http://dx.doi.org/10.1061/9780784482452.032.

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D'Amours, Louis. "Success story of RCC for Heavy Loaded Pavement at Port of Montreal’s Container Terminals." In 12th International Conference on Concrete Pavements. International Society for Concrete Pavements, 2021. http://dx.doi.org/10.33593/glryoso1.

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At the port of Montreal, port pavements, particularly those of container terminals, are literally bombed with various types of loadings, such as gantry cranes, forklifts or front-end loaders, non‑standard single-axle trucks and conventional trucks. The typical features of this transhipment equipment are such that it can generate significant loads and stresses in pavement structures. Indeed, wheel loads for some gantry cranes can even reach 63.7 T per wheel, which is definitely higher than the usual conventional truck load, usually a maximum of 5 tons per dual wheels. This communication will fi
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James, D., I. MacGregor, and J. Hammond. "Design of high modulus composite pavements." In Proceedings of the Fourth European Symposium on Performance of Bituminous and Hydraulic Materials in Pavements, Bitmat 4. CRC Press, 2017. http://dx.doi.org/10.4324/9780203743928-49.

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Karahancer, S. S., M. Kiristi, S. Terzi, M. Saltan, A. U. Oksuz, and L. Oksuz. "Plasma Empowered Limestone Composite Structures for Asphalt Performance Applications." In Airfield and Highway Pavements 2015. American Society of Civil Engineers, 2015. http://dx.doi.org/10.1061/9780784479216.015.

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Núñez, Orlando, Gerardo W. Flintsch, and Brian K. Diefenderfer. "Synthesis on Composite Pavement Systems: Benefits, Performance, Design, and Mechanistic Analysis." In Airfield and Highway Pavements 2008. American Society of Civil Engineers, 2008. http://dx.doi.org/10.1061/41005(329)46.

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Xia, Yongxu, Zhanping You, Zidong Han, and Binggang Wang. "Temperature Gradient of RCC-AC Composite Pavements." In GeoCongress 2008. American Society of Civil Engineers, 2008. http://dx.doi.org/10.1061/40972(311)130.

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Marradi, Alessandro, Chiara Mignini, Alessandro Friani, Arianna Stimilli, and Tullio Caraffa. "Early life field performance of innovative sustainable semi-flexible pavements." In 8th International Conference on Road and Rail Infrastructure. University of Zagreb Faculty of Civil Engineering, 2024. http://dx.doi.org/10.5592/co/cetra.2024.1685.

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Semi-flexible pavements in heavy loads areas are recommended to guarantee good performance and safety. They are usually constructed by placing a wearing layer of grouted macadam, a composite material consisting of a porous Hot Mix Asphalt (HMA) skeleton grouted with a cementitious matrix. However, its use is limited as the production process is quite complex and laborious. An effective alternative to grouted macadam can be represented by the Ready to Mix (RTM), recently implemented to offer performances comparable to those of the grouted macadam and a most effortless put-in-place process, and
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Nayak, Pratik, and Umesh Chandra Sahoo. "Rejuvenating Aged Bitumen With Composite Castor Oil." In Eighth International Conference on Maintenance and Rehabilitation of Pavements. Research Publishing Services, 2016. http://dx.doi.org/10.3850/978-981-11-0449-7-013-cd.

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Reports on the topic "Pavements, Composite"

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McDaniel, Rebecca S. Best Practices for Patching Composite Pavements. Purdue University, 2020. http://dx.doi.org/10.5703/1288284317116.

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Kang, Kyubyung, Soojin Yoon, Saumyang Patel, Yigong Ji, and Makarand Hastak. Enhanced Treatment Selection for Reflective Joint Cracking in Composite Pavements. Purdue University, 2015. http://dx.doi.org/10.5703/1288284316006.

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Huang, Cihang, Yen-Fang Su, and Na Lu. Self-Healing Cementitious Composites (SHCC) with Ultrahigh Ductility for Pavement and Bridge Construction. Purdue University, 2021. http://dx.doi.org/10.5703/1288284317403.

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Cracks and their formations in concrete structures have been a common and long-lived problem, mainly due to the intrinsic brittleness of the concrete. Concrete structures, such as rigid pavement and bridge decks, are prone to deformations and deteriorations caused by shrinkage, temperature fluctuation, and traffic load, which can affect their service life. Rehabilitation of concrete structures is expensive and challenging—not only from maintenance viewpoints but also because they cannot be used for services during maintenance. It is critical to significantly improve the ductility of concrete t
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Thompson, Marshall, and Ramez Hajj. Flexible Pavement Recycling Techniques: A Summary of Activities. Illinois Center for Transportation, 2021. http://dx.doi.org/10.36501/0197-9191/21-022.

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Abstract:
Cold in-place recycling (CIR) involves the recycling of the asphalt portions (including hot-mix asphalt and chip, slurry, and cape seals, as well as others) of a flexible or composite pavement with asphalt emulsion or foamed asphalt as the binding agent. Full-depth reclamation (FDR) includes the recycling of the entire depth of the pavement and, in some cases, a portion of the subgrade with asphalt, cement, or lime products as binding agents. Both processes are extensively utilized in Illinois. This project reviewed CIR and FDR projects identified by the Illinois Department of Transportation (
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PERFORMANCE OPTIMIZATION OF A STEEL-UHPC COMPOSITE ORTHOTROPIC BRIDGE WITH INTELLIGENT ALGORITHM. The Hong Kong Institute of Steel Construction, 2022. http://dx.doi.org/10.18057/icass2020.p.160.

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To address the problems of pavement damage and fatigue cracking of orthotropic steel deck (OSD) in bridges, an innovative composite bridge deck composed of OSD with open ribs and ultra-high performance concrete (UHPC) layer was proposed. Firstly, the stress responses of fatigue-prone details in the composite bridge deck were investigated by refined two-scale finite element analysis. The results show that the rib-to-deck joint can achieve an infinite fatigue life, while the floorbeam detail of rib-tofloorbeam joint indicates finite fatigue life. Then, response surface models of stress ranges of
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