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Journal articles on the topic 'Pavements, Composite'

Author: Grafiati

Published: 10 December 2022

Last updated: 31 July 2025

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1

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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ABSTRACT 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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9

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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Siva Rama Krishna, U., and Chiranjeevi Tadi. "Sustainable concrete pavements for low volume roads-Scientometric analysis of the literature." IOP Conference Series: Earth and Environmental Science 982, no. 1 (2022): 012005. http://dx.doi.org/10.1088/1755-1315/982/1/012005.

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Abstract Developing countries like India invest huge amounts of money for the construction and maintenance of different roads which includes all types of roads. In this research paper a critical review of literature on sustainable pavements for low volume roads was made using sustainable materials for paving Ultra-thin white topping concrete overlays sustainable new pavements like Pervious concrete pavements, Roller compacted concrete pavements, Cell filled concrete pavements, Self-Compacting Concrete (SCC) Pavement and additional discussion on energy harvesting pavements done. Ultra-thin whit

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Sutapa, I. Ketut, Ida Bagus Wirahaji, and I. Made Gita Ariadi. "Analisis Perbandingan Perkerasan Kaku dan Perkerasan Lentur Pada Proyek Peningkatan Jalan Celukan Bawang-Pelabuhan." Reinforcement Review in Civil Engineering Studies and Management 1, no. 1 (2022): 36–49. http://dx.doi.org/10.38043/reinforcement.v1i1.4099.

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Road pavement is a layer structure located above the subgrade, there is a layer of upper foundation and sub-base which each layer consists of compacted aggregates which have a function to transmit stress due to wheel load. There are 3 road pavements, asphalt or flexible pavement, concrete/ rigid pavement (rigid pavement) and composite pavement (Composit pavement). In determining pavement thickness there are several methods to use, including in this study using the 1993 AASHTO method for flexible pavements and the 2017 Road Pavement Manual method (Bina Marga 2017) for rigid pavements. The locat

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Yao, Kai, Fu Hua Wang, Zhong Ming Hou, Xiao Wen Zhao, and Zhan Bin Wen. "Design and Experiment on the Road Pavement for Rush to Repair." Advanced Materials Research 887-888 (February 2014): 797–800. http://dx.doi.org/10.4028/www.scientific.net/amr.887-888.797.

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For the problems such as layering and splitting of traditional sandwich structure composite, a resin matrix composite with lattice and interface reinforced structure has been designed, The composite material has high specific strength and stiffness. On this basis, a road pavement developed by this composite material used in engineer urgent was designed. The connection between the pavements was designed for quick assembling, which could make the pavement assemble operation was simple, fast and reliable. Experiments and engineer application indicate that the composite pavement has characters of

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Bild, Stefan. "Durability design criteria for bituminous pavements on orthotropic steel bridge decks." Canadian Journal of Civil Engineering 14, no. 1 (1987): 41–48. http://dx.doi.org/10.1139/l87-006.

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Many inspections of the pavements of orthotropic steel bridge decks show longitudinal cracks above the connections of the deck plate to the main girders and ribs. By using a simplified model for analysing the behaviour of the pavement and comparing the theoretical results with damage records, the ultimate resistance of the pavement is defined, and minimum stiffness requirements for orthotropic decks are derived. These serviceability limit states have been included in a recent draft of the German steel road–bridge code DIN 18809.Theoretical studies of the material behaviour lead to proposals fo

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Hou, Zhong Ming, Ling Duan, Kai Yao, and Xiao Wen Zhao. "Development of Reinforced Structure Designed Composite Pavement." Advanced Materials Research 887-888 (February 2014): 793–96. http://dx.doi.org/10.4028/www.scientific.net/amr.887-888.793.

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For the problems such as layering and splitting of traditional sandwich structure composite, a resin matrix composite with lattice and interface reinforced structure has been designed, and using vacuum forming process was developed in this paper. The composite material has high specific strength and stiffness. On this basis, a road pavement developed by this composite material used in engineer urgent was designed. This composite pavement with characters of light weight, high strength and good toughness, and its surface plate was hard, wear-resistant and non-slip. The connection between the pav

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Mousa, Momen, Mostafa A. Elseifi, Mohammad Bashar, Zhongjie Zhang, and Kevin Gaspard. "Field Evaluation and Cost Effectiveness of Crack Sealing in Flexible and Composite Pavements." Transportation Research Record: Journal of the Transportation Research Board 2672, no. 12 (2018): 51–61. http://dx.doi.org/10.1177/0361198118767417.

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One of the most common methods used to treat longitudinal and transverse cracks is crack sealing (CS), which is categorized as a preventive maintenance method. Field performance and cost-effectiveness of this treatment widely vary depending on pavement conditions and installation of the material. The objective of this study was to evaluate the field performance and cost-effectiveness of CS in flexible and composite pavements in hot and wet climates such as Louisiana, and to develop a model that would quantify the expected benefits of CS given project conditions. To achieve this objective, 28 c

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Bouacha, Nadjet, Abdesselam Bouguerra, and Abdelhak Bouafia. "Improving the Resilience of the Road Network in Algeria: A Comparative Analysis of Flexible, Geosynthetically Reinforced, and Rigid Pavements." Sustainability 15, no. 19 (2023): 14426. http://dx.doi.org/10.3390/su151914426.

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Despite subsequent strengthening measures, pavements constructed in Algeria suffer rapid deterioration soon after completion, with continued decline in some cases. Various factors contribute to this problem, including cost and availability of materials, build quality, and environmental conditions. The entire Algerian road network is based on flexible and semi-rigid pavements. This study explores pavement structures using numerical predictive models to advance our understanding of road construction and maintenance. Using Abaqus 2022 finite element analysis software, we consider three scenarios:

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Gurrutxaga, Itziar, Ángela Alonso-Solórzano, Miren Isasa, and Heriberto Pérez-Acebo. "IRI Performance Models for Flexible, Semi-Rigid and Composite Pavements in Double-Carriageway Roads." Civil Engineering Journal 11, no. 5 (2025): 1712–38. https://doi.org/10.28991/cej-2025-011-05-01.

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Pavement Management Systems (PMS) depend upon reliable pavement performance models. In this paper, our aim is to develop International Roughness Index (IRI) prediction models for the heavily trafficked (right-hand) lanes of motorways in the province of Gipuzkoa (Spain) in flexible, semi-rigid, and composite pavements. A deterministic approach was selected, based on the available information in the PMS employed in that province, covering complete pavement structures. Omitting pavement type, the model yielded a determination coefficient (R²) of 0.696 with only three variables: pavement age, cumu

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Hall, Kevin D., and Charles W. Schwartz. "Development of Structural Design Guidelines for Porous Asphalt Pavement." Transportation Research Record: Journal of the Transportation Research Board 2672, no. 40 (2018): 197–206. http://dx.doi.org/10.1177/0361198118758335.

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Porous asphalt pavements allow designers to introduce more sustainability into projects and lessen their environmental impact. Current design procedures are based primarily on hydrologic considerations; comparatively little attention has been paid to their structural design aspects. As their use grows, a design procedure and representative material structural properties are needed to ensure that porous pavements do not deteriorate excessively under traffic loads. The objective of this project was to develop a simple, easy to apply design procedure for the structural design of porous asphalt pa

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20

Choramale, Mr Vishnu. "Shrinkage and Fatigue Crack Analysis on Fiber Reinforced Composite Concrete (FRCC) Pavement: An ANSYS Workbench Study." International Journal of Advanced Engineering and Management Research 09, no. 06 (2024): 31–41. https://doi.org/10.51505/ijaemr.2024.9604.

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In pavement, concrete slab structures along with foundations, retaining walls, marine, precast components, urban pavements are subjected to both static load and, particularly, cyclic loading for pavement. Fatigue is a significant concern for these pavements, especially given recent technological advancements. This study conducts a fatigue analysis of a pavement slab using ANSYS Workbench. The study investigates shrinkage and fatigue cracks in Fiber Reinforced Composite Concrete (FRCC) pavements, with loading based on FRCC's loadcarrying capacity. Utilizing ANSYS Workbench, a series of finite e

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Alland, Kevin, Julie M. Vandenbossche, John W. DeSantis, Mark B. Snyder, and Lev Khazanovich. "Comparing the Bonded Concrete Overlays of Asphalt-Mechanistic Empirical Design Procedure and the Short Jointed Plain Concrete Pavement Module in the Pavement Mechanistic Empirical Design Procedure." Transportation Research Record: Journal of the Transportation Research Board 2672, no. 40 (2018): 242–53. http://dx.doi.org/10.1177/0361198118798724.

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Bonded concrete overlays of asphalt pavements (BCOA) consist of a concrete overlay placed on an existing asphalt or composite pavement. This technique is intended as a cost-effective rehabilitation solution for marginally distressed in-service asphalt or composite pavements. BCOA with panel sizes between 4.5 ft and 8.5 ft have become popular as they reduce curling stresses while keeping the longitudinal joints out of the wheelpath. The BCOA-ME (mechanistic empirical) design procedure and Pavement ME short jointed plain concrete pavement (SJPCP) module can both be used to design BCOA with mid-s

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Xie, Pengyu, and Hao Wang. "Analysis of Temperature Variation and Thermally-Induced Reflective Cracking Potential in Composite Pavements." Transportation Research Record: Journal of the Transportation Research Board 2674, no. 10 (2020): 177–88. http://dx.doi.org/10.1177/0361198120941848.

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Reflective cracking is the major distress in composite pavement and can accelerate the deterioration of the whole structure. This paper analyzes the potential for reflective cracking in composite pavements because of thermal cycles. A heat transfer model was first developed to predict cyclic temperature variations with climatic inputs (solar radiation, wind velocity, air temperature, and humidity). Mechanical models were then employed to analyze thermally-induced reflective cracking potential using fracture mechanics parameters. Both models were validated through field measurement of temperatu

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Bhuyan, Mohammad, Mohammad Khattak, Qian Zhang, and Emilee Schlader. "Experimental Evaluation of Engineered Cementitious Composites as Reflective Crack Control Interlayer for Composite Pavements." MATEC Web of Conferences 271 (2019): 07002. http://dx.doi.org/10.1051/matecconf/201927107002.

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Reflective cracking at transverse joints is considered as a predominant distress in composite pavements. Various interlayers have been used previously to prevent or retard reflective cracking. Engineered cementitious composite (ECC) is a special type of high-performance fiber-reinforced cementitious material that is expected to perform better as an interlayer due to its higher tensile strength and ductility. This study aims to evaluate the effectiveness of ECC as an interlayer system experimentally. A laboratory test protocol was designed to simulate repeated traffic loads to measure the fatig

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Barros, Rulian, Hakan Yasarer, Waheed Uddin, and Salma Sultana. "Roughness Modeling for Composite Pavements using Machine Learning." IOP Conference Series: Materials Science and Engineering 1203, no. 3 (2021): 032035. http://dx.doi.org/10.1088/1757-899x/1203/3/032035.

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Abstract A large number of paved highway surfaces comprises composite pavements as a result of concrete pavement rehabilitation that uses an asphalt overlay on top of the concrete surface. Annually, billions of dollars are spent on the maintenance and rehabilitation of road networks. Roughness is one of the several indicators of road conditions used to make objective decisions related to road network management. The irregularities in the pavement surface affecting the ride quality of road users can be described by a standard roughness index defined as the International Roughness Index (IRI). R

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Levesque, William, André Bégin-Drolet, and Julien Lépine. "Rolling Resistance Evaluation of Pavements Using Embedded Transducers on a Semi-Trailer Suspension." Sensors 24, no. 23 (2024): 7556. http://dx.doi.org/10.3390/s24237556.

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Road agency initiatives to reduce traffic-related greenhouse gas emissions are limited by the inability of current experimental methods to assess pavement impacts on vehicle energy consumption. This study addresses this by examining the rolling resistance of a semi-trailer suspension under highway conditions using a precise measurement system with embedded transducers. Data were collected over 174 km of highway, covering various pavement types under mild summer conditions. The analysis revealed notable differences in rolling resistance due to pavement characteristics, with more pronounced vari

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Ling, Jianming, Zengyi Wang, Shifu Liu, and Yu Tian. "Preventive Maintenance Decision-Making Optimization Method for Airport Runway Composite Pavements." Applied Sciences 14, no. 9 (2024): 3850. http://dx.doi.org/10.3390/app14093850.

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Long-term preventive maintenance planning using finite annual budgets is vital for maintaining the service performance of airport runway composite pavements. Using the pavement condition index (PCI) to quantify composite pavement performance, this study investigated the PCI deterioration tendencies of middle runways, terminal runways, and taxiways and developed prediction models related to structural thickness and air traffic. Performance jump (PJ) and deterioration rate reduction (DRR) were used to measure maintenance benefits. Based on 112 composite pavement sections in the Long-term Pavemen

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Camara, A., V. F. Vázquez, A. M. Ruiz-Teran, and S. E. Paje. "Influence of the pavement surface on the vibrations induced by heavy traffic in road bridges." Canadian Journal of Civil Engineering 44, no. 12 (2017): 1099–111. http://dx.doi.org/10.1139/cjce-2017-0310.

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The irregularity of the pavement surface governs the traffic-induced vibrations in road bridges, but it is either ignored or simulated by means of ideal pavements that differ significantly from real cases. This work presents a detailed dynamic analysis of a heavy truck crossing a 40 m span composite deck bridge using on-site measurements of different existing road profiles, as well as code-based ideal pavements. By activating or deactivating certain spatial frequency bands of the pavement, it is observed that the ranges 0.2–1 and 0.02–0.2 cycles/m are critical for the comfort of the pedestrian

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Wang, Danrong, Sheng-Lin Wang, Susan Tighe, Sam Bhat, and Shunde Yin. "Construction of Geosynthetic–Reinforced Pavements and Evaluation of Their Impacts." Applied Sciences 13, no. 18 (2023): 10327. http://dx.doi.org/10.3390/app131810327.

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Geosynthetic materials (i.e., geogrids, geotextiles and other geocomposites) act as an interlayer system and are widely used in construction applications. In pavement structures, geosynthetic layers provide potential benefits such as reinforcement, reflective cracking mitigation, increased fatigue life, and improved drainage and filtering. However, few studies have addressed the installation and construction practices of geosynthetics in pavements. Furthermore, the study of geosynthetics and their contribution during construction are limited. In this paper, a full-scale field study was conduct

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Ahn, Jaehun, Tan Hung Nguyen, In Kyoon Yoo, and Jeongho Oh. "Investigation of Mechanical and Hydrologic Characteristics of Porous Asphalt Pavement with a Geocell Composite." Materials 14, no. 12 (2021): 3165. http://dx.doi.org/10.3390/ma14123165.

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Porous asphalt pavement is a part of the permeable pavement system, which can be used to mitigate the negative impacts of urbanisation on the water hydrological cycle and environment. This study aims to assess the mechanical and hydrologic characteristics of porous asphalt pavements, with and without geocell composites, using a plate load test, falling weight deflectometer test, and rainfall simulation test. The corresponding results indicate that the elastic modulus of the unreinforced pavement is lower than that of the reinforced pavement. The analysis demonstrates that the use of geocell co

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Dong, Ying Na, Qiang Huang, and Hua Ping Wang. "Thermal Effect Mechanism on Composite Pavement Consisted of Asphalt Surface Overlay and Concrete Layer." Applied Mechanics and Materials 178-181 (May 2012): 1532–36. http://dx.doi.org/10.4028/www.scientific.net/amm.178-181.1532.

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Composite pavement consisted of flexible asphalt surface overlay and rigid concrete base layer has come up. Though it occupies advantages of asphalt and concrete pavements, still there are problems containing thermal cracking, rutting deformation and pothole which result from the out-sync shrinkage of temperature. Therefore, influence of temperature on the composite pavement structure has been analyzed with methods of theoretical analysis and numerical simulation. And results indicate that the thickness of asphalt layer in some sense determines the influence extent of temperature and worst cas

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Vaitkus, Audrius, Tadas Andriejauskas, Ovidijus Šernas, Donatas Čygas, and Alfredas Laurinavičius. "DEFINITION OF CONCRETE AND COMPOSITE PRECAST CONCRETE PAVEMENTS TEXTURE." Transport 34, no. 3 (2019): 404–14. http://dx.doi.org/10.3846/transport.2019.10411.

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In the context of increasing traffic demands and emerging mobility trends road infrastructure has to shift towards the fifth generation of roads, which according to Forever Open Road (FOR) vision are envisioned as adaptable to traffic volumes, resilient to changing weather conditions, quickly built, effectively maintained, suitable for retrofitting, self-monitoring, self-repairing and recyclable. Concrete modular pavements can be defined as an example of such type of road infrastructure. Functional needs are mainly associated with implementation area/location, traffic and mobility demands, env

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Arudi, Rajagopal S., Issam Minkarah, Krishna Kandula, and Archana Gosain. "Performance Evaluation of Asphalt Overlays on Broken and Seated Concrete Pavements." Transportation Research Record: Journal of the Transportation Research Board 1543, no. 1 (1996): 55–62. http://dx.doi.org/10.1177/0361198196154300107.

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Evaluating the effectiveness of breaking and seating concrete pavements prior to asphalt overlay is a subject of great importance for pavement rehabilitation. A number of studies reported that breaking and seating delayed reflection cracking, but some indicated that, after 4 to 5 years, the cracking of the asphalt overlays on broken and seated sections increased and was about the same as in the other sections. Structural analysis of these pavements confirmed a significant loss of structural support. A controlled experimental project in Ohio investigated the effectiveness of breaking and seatin

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KOROCHKIN, A. V. "Road Pavements Made of Composite Materials." Stroitel'nye Materialy 780, no. 4-5 (2020): 68–74. http://dx.doi.org/10.31659/0585-430x-2020-780-4-5-68-74.

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Nishizawa, Tatsuo, Shigeru Shimeno, Akinori Komatsubara, and Masashi Koyanagawa. "Temperature Gradient of Concrete Pavement Slab Overlaid with Asphalt Surface Course." Transportation Research Record: Journal of the Transportation Research Board 1730, no. 1 (2000): 25–33. http://dx.doi.org/10.3141/1730-04.

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In the structural design of composite pavement with a concrete pavement slab overlaid with an asphalt surface course, it is very important to estimate the temperature gradient in the concrete slab. An asphalt surface course reduces the temperature gradient in an underlaid concrete slab, resulting in the reduction of thermal stress of the concrete slab. This effect was investigated by temperature measurement in model pavements and by thermal conductivity analysis. Thermal properties were estimated by a backanalysis by using measured temperatures over 1 year. From the numerical simulations varyi

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Chi, Yi, and Jian Yin. "Modeling Analysis of Crack Repairing Structures for Asphalt Concrete Pavement." Advanced Materials Research 639-640 (January 2013): 377–81. http://dx.doi.org/10.4028/www.scientific.net/amr.639-640.377.

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Crack is one of the major distresses in asphalt concrete pavements, which could significantly reduce the safety and amenity of driving, even the performance of the whole pavement structure. By means of diverse crack repairing manners, the durability and whole service life of the pavement can be improved and extended. After repairing, a composite structure of the repairing system is formed which consists of new crack filling materials and original asphalt concrete matrixes. In order to resist the external loads on the pavement, the composite structure mush work as an integrated structure and ma

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KC, Madhukar, Prabesh Adhikari, and Sanjay Luitel. "Comparative Analysis of Polypropylene Fiber for Rigid Airfield Pavement: Case study of Apron of Gautam Buddha International Airport." International Journal on Engineering Technology and Infrastructure Development 1, no. 1 (2024): 1–13. http://dx.doi.org/10.3126/injet-indev.v1i1.67932.

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Airfield pavements come in three main types: rigid, flexible, and composite. Rigid pavements, made of Portland Cement Concrete (PCC) slabs on a prepared sub base or base, face challenges due to poor strength in tension and flexure. To address this, Polypropylene Fiber Reinforced Concrete (PFRC) has been introduced, enhancing toughness, flexural strength, tensile strength, and impact resistance. This study aims to compare rigid airfield pavement with PCC surface courses, with and without polypropylene fiber, focusing on strength parameters, thickness, and cost. The research asserts that PFRC se

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Khater, Ahmed, Dong Luo, Moustafa Abdelsalam, Jianxun Ma, and Mohamed Ghazy. "Comparative Life Cycle Assessment of Asphalt Mixtures Using Composite Admixtures of Lignin and Glass Fibers." Materials 14, no. 21 (2021): 6589. http://dx.doi.org/10.3390/ma14216589.

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Lignin and glass fiber were used as additives to improve the quality of road pavements and minimize moisture damage and cracking at low temperatures on asphalt pavement, according to a previous laboratory study. The aim of this paper is to make a significant contribution to the environmental assessment of the construction of road pavements using four types of asphalt mixtures based on the life cycle assessment (LCA) methodology according to the requirements of ISO 14040, considering the impact of raw material extraction, asphalt mixture manufacturing, transportation, and wearing surface constr

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Zhao, Chaohua, Ya Li, Zhijian Yi, and Kang Su. "Experimental Study on the Interfacial Bonding Performance of a New Steel Bridge Deck Interface-Bonding Agent." Advances in Materials Science and Engineering 2022 (May 4, 2022): 1–9. http://dx.doi.org/10.1155/2022/9953146.

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The construction of steel deck pavements is still considered difficult worldwide, and interfacial bonding is a major factor influencing this construction. With the recent developments in the field of pavement materials, high-performance cement-based concrete is used to construct steel bridge deck pavements. However, ensuring adequate interface-bonding strength remains particularly complex and difficult. In this study, with the aim of striking the right balance between rigidity and flexibility, an interface-bonding material was formed using modified epoxy resin, cement, and rubber powder. Polym

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Kumar, Rakesh. "Hybrid Fiber Reinforced Concrete Composite for Construction of Rigid Pavements." Journal of Cement Based Composites 3, no. 1 (2022): 1–8. http://dx.doi.org/10.36937/cebacom.2022.5630.

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Reinforcement of cement concrete using a hybrid combination of fibers is one of the recent developments in the concrete composite. This study used a hybrid combination of micro polypropylene graded fiber (up to 6 mm in length) and macro hooked end steel fiber (60 mm in length). The polypropylene fiber was optimized targeting a 20-25% reduction in drying shrinkage and abrasion loss. The steel fiber dosage was optimized for an enhancement of 15-20% in the flexural strength in bending over a conventional pavement concrete. The hardened state properties relevant to pavement concrete such as streng

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SM, Rashmi. "Study on Comparision of Life Cycle Cost Between White Topping and Btiuminuos Overlays." International Journal for Research in Applied Science and Engineering Technology 11, no. 1 (2023): 1357–64. http://dx.doi.org/10.22214/ijraset.2023.48818.

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Abstract: The focus of the present study is on construction of long-lasting and better performing pavements. Usually, with respect to the rehabilitation of the pavement, the construction agencies go with the bituminous overlays as their first priority without considering the condition of the existing pavement structure. But the advantages of cement concrete (CC) pavements that have proved to perform better and are considered to be long-lasting must be explored. The use of Thin White Topping (TWT), and Ultra-Thin White Topping (UTWT) pavements is currently gaining popularity in the area of pave

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Li, Hao, Naren Fang, Xuancang Wang, et al. "Load Transfer Efficiency Analysis and Void Evaluation of Composite Pavement Cement Concrete Slab." Advances in Materials Science and Engineering 2022 (March 27, 2022): 1–18. http://dx.doi.org/10.1155/2022/4490485.

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The void at the bottom of a cement concrete slab is a common problem of composite pavements. It is of great significance to evaluate the spring stiffness, void size, and soil base elastic modulus at the bottom of cement concrete slab timely and accurately for the maintenance and guarantee of the pavement performance. In this paper, the composite pavement at a joint is modeled and the load transfer mechanism is realized by using spring groups for simulating the dowels that connect the two slabs of the joint. A database is established based on a large number of simulation results of joint load t

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Shoukry, Samir N., D. R. Martinelli, and Olga I. Selezneva. "Dynamic Performance of Composite Pavements Under Impact." Transportation Research Record: Journal of the Transportation Research Board 1570, no. 1 (1997): 163–71. http://dx.doi.org/10.3141/1570-19.

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The importance of developing a deep understanding of the behavior of pavement layers under the action of dynamic loads, and the availability of cutting-edge computational and visualization technologies, led to the study presented in this paper. Explicit finite-element analysis was used to investigate the propagation of dynamic displacements induced in pavement layers under the action of an impact load similar to the one applied in a falling weight deflectometer test. The time-dependent dynamic response of a rigid pavement with straight asphalt concrete overlay was studied for two cases of unbo

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Deilami, Sahar, and G. White. "Review of reflective cracking in composite pavements." International Journal of Pavement Research and Technology 13, no. 5 (2020): 524–35. http://dx.doi.org/10.1007/s42947-020-0332-5.

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Tiwari, Aanchal, Padma Bahadur Shahi, Rajan Suwal, and Ram Chandra Tiwari. "Dynamic Analysis of Geogrid-Reinforced Pavement under Area Load Configuration: A Numerical and Field-Based Study." Journal of Transportation System and Engineering 1, no. 1 (2025): 86–102. https://doi.org/10.3126/jotse.v1i1.79896.

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This study examines the stress-strain behavior of flexible pavements reinforced with geogrids, specifically focusing on the mid-thickness of the base layer where reinforcement is applied. The issue addressed is the structural and surface distresses in flexible pavements, worsened by improper load distribution. The aim is to evaluate the effectiveness of geogrid reinforcement in reducing vertical deformation and improving overall pavement performance under varying load and drainage conditions. The scope of the study includes a comparative analysis of unreinforced and geogrid-reinforced pavement

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Cao, Mu, Guo Fen Li, and Hua Ping Zhu. "Mechanical Analysis of Deck Pavement of Curved Continuous Steel Box Girder." Advanced Materials Research 243-249 (May 2011): 1941–46. http://dx.doi.org/10.4028/www.scientific.net/amr.243-249.1941.

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The geometric structure of steel deck plates is complex. So it is difficult to get precise results in the mechanics calculation of deck pavement with traditional methods. This paper adopts the finite element method for the mechanics analysis of the composite guss asphalt surfacing layer of curved steel box girder bridges. By taking the orthotropic steel deck and the pavement as a whole, a reasonable finite element model is established and optimized for the mechanical study of steel deck pavement. This model can be used to study the stress and deformation features of the surfacing layer. Accord

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Wesołowski, Mariusz, Piotr Barszcz, and Krzysztof Blacha. "Mobile Composite Airfield Element of Security and Reliability in Air Transport." Journal of KONBiN 44, no. 1 (2017): 309–20. http://dx.doi.org/10.1515/jok-2017-0075.

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Abstract The problem of safety of the flight operations will be valid as long as there will be aviation, both civil and military. Ensuring the safety was, is and will be one the most important issues in the functioning and development of aviation. The safety of flight operations affect the implementation of all the elements involved in this process, which can be summarized in three groups, namely: man, the aircraft and the environment, including airfield pavements. Airfield pavements are elements that can be intentionally destroyed by military action as well as a result of random unexpected si

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Zhang, Guohong, Jianhui Qiu, Jingzhuo Zhao, Dingbang Wei, and Hui Wang. "Development of Interfacial Adhesive Property by Novel Anti-Stripping Composite between Acidic Aggregate and Asphalt." Polymers 12, no. 2 (2020): 473. http://dx.doi.org/10.3390/polym12020473.

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Studies on control of and preventive measures against asphalt pavement moisture damage have important economic and social significance due to the multiple damage and repair of pavements, the reasons for which include the poor interfacial adhesive ability between acidic aggregates and asphalts. Anti-stripping agent is used in order to improve the poor adhesion, and decomposition temperature is regarded as being important for lots of anti-stripping products, because they always decompose and lose their abilities under the high temperature in the mixing plant before application to the pavement. A

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Tompkins, Derek, Priyam Saxena, Lev Khazanovich, and Alex Gotlif. "Modification of Mechanistic–Empirical Pavement Design Guide Procedure for Two-Lift Composite Concrete Pavements." Transportation Research Record: Journal of the Transportation Research Board 2305, no. 1 (2012): 14–23. http://dx.doi.org/10.3141/2305-02.

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Zheng, Xiaoguang, Qi Ren, Huan Xiong, and Xiaoming Song. "An Experimental Study on a Composite Bonding Structure for Steel Bridge Deck Pavements." Advances in Civil Engineering 2021 (October 26, 2021): 1–14. http://dx.doi.org/10.1155/2021/5685710.

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As one of the major contributors to the early failures of steel bridge deck pavements, the bonding between steel and asphalt overlay has long been a troublesome issue. In this paper, a novel composite bonding structure was introduced consisting of epoxy resin micaceous iron oxide (EMIO) primer, solvent-free epoxy resin waterproof layer, and ethylene-vinyl acetate (EVA) hot melt pellets. A series of strength tests were performed to study its mechanical properties, including pull-off strength tests, dumbbell tensile tests, lap shear tests, direct tension tests, and 45°-inclined shear tests. The

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Abdullah Nur, Mohammad, Mohammad Jamal Khattak, and Mohammad Reza-Ul-Karim Bhuyan. "Rutting Model for HMA Overlay Treatment of Composite Pavements." ISRN Civil Engineering 2013 (February 26, 2013): 1–7. http://dx.doi.org/10.1155/2013/176029.

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Timely rehabilitation and preservation of pavement systems are imperative to maximize benefits in terms of driver’s comfort and safety. However, the effectiveness of any treatment largely depends on the time of treatment and triggers governed by treatment performance models. This paper presents the development of rutting model for overlay treatment of composite pavement in the State of Louisiana. Various factors affecting the rutting of overlay treatment were identified. Regression analysis was conducted, and rut prediction model is generated. In order to better predict the pavement service li

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