Relevant bibliographies by topics / Pavement failure

Contents

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

Academic literature on the topic 'Pavement failure'

Author: Grafiati
Published: 3 June 2025
Last updated: 31 July 2025

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Journal articles on the topic "Pavement failure"

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Jichkar, Rahul. "Review Paper on Defects in Rigid Pavement." International Journal for Research in Applied Science and Engineering Technology 9, no. VI (2021): 1288–90. http://dx.doi.org/10.22214/ijraset.2021.35206.

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In this project Pavement failure is defined in terms of decreasing serviceability caused by the development of cracks and ruts. Before going into the maintenance strategies, we must look into the causes of failure of rigid pavements. Failures of rigid pavements are caused due to many reasons or combination of reasons. Application of correction in the existing surface will enhance the life of maintenance works as well as that of strengthening layers. It has been seen that only three parameters i.e., unevenness index, pavement cracking and rutting are considered while other distresses have been
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Bertolini, Luca, Inga Maria Giorgadze, Faridaddin Vahdatikhaki, and Fabrizio D’Amico. "A Semantic Digital Twinning Approach for the Management of Road Distress Data." ISPRS Annals of the Photogrammetry, Remote Sensing and Spatial Information Sciences X-4/W5-2024 (June 27, 2024): 49–54. http://dx.doi.org/10.5194/isprs-annals-x-4-w5-2024-49-2024.

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Abstract. This paper addresses the challenge of managing and maintaining road pavements effectively throughout their lifecycle. Emphasizing the need for a cohesive data collection and handling approach, the paper highlights the vulnerability caused by the absence of a structured information system, resulting in reworks, information loss, and misinterpretation of collected data. A unified data handling and collection structure, introducing the concept of a pavement Digital Twin through a standardized data structure is presented. The Digital Twin aims to integrate information regarding pavement
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Rajbongshi, Pabitra, and Sonika Thongram. "Survival Analysis of Fatigue and Rutting Failures in Asphalt Pavements." Journal of Engineering 2016 (2016): 1–7. http://dx.doi.org/10.1155/2016/8359103.

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Fatigue and rutting are two primary failure mechanisms in asphalt pavements. The evaluations of fatigue and rutting performances are significantly uncertain due to large uncertainties involved with the traffic and pavement life parameters. Therefore, deterministically it is inadequate to predict when an in-service pavement would fail. Thus, the deterministic failure time which is known as design life (yr) of pavement becomes random in nature. Reliability analysis of such time (t) dependent random variable is the survival analysis of the structure. This paper presents the survival analysis of f
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Gurule, Abhijeet, Tejas Ahire, Akshay Ghodke, N. P. Mujumdar, and G. D. Ahire. "Investigation on Causes of Pavement Failure and Its Remedial Measures." International Journal for Research in Applied Science and Engineering Technology 10, no. 5 (2022): 2786–88. http://dx.doi.org/10.22214/ijraset.2022.42934.

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Abstract: Pavement failure is defined in terms of decreasing serviceability caused by the development of cracks and ruts. Before going into the maintenance strategies, we must look into the causes of failure of bituminous pavements. Failures of bituminous pavements are caused due to many reasons or combination of reasons. Application of correction in the existing surface will enhance the life of maintenance works as well as that of strengthening layer. It has been seen that only 3 parameters i.e., unevenness index, pavement cracking and rutting are considered while other distresses have been o
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Rai, Satendra, and Prof R. K. Yadav. "Repair & Rehabilitation of Rigid Pavement: A Case Study." International Journal for Research in Applied Science and Engineering Technology 13, no. 1 (2025): 130–38. https://doi.org/10.22214/ijraset.2025.66220.

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Abstract: Transportation infrastructure is crucial for a nation's development. This paper aims to investigate the various types of rigid pavement failures and to identify the most effective maintenance strategies to address these issues on the Jabalpur-Mandla highway, formerly designated as NH 30 (previously NH 12A). An examination of the roadway between the 3 km to 40 km markers reveals a range of pavement failures, including longitudinal cracks, raveling, rutting, and shear failure. The predominant causes of these rigid pavement failures include excessive loads, inadequate drainage systems,
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Knott, Jayne F., Jo Sias Daniel, Jennifer M. Jacobs, and Paul Kirshen. "Adaptation Planning to Mitigate Coastal-Road Pavement Damage from Groundwater Rise Caused by Sea-Level Rise." Transportation Research Record: Journal of the Transportation Research Board 2672, no. 2 (2018): 11–22. http://dx.doi.org/10.1177/0361198118757441.

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Sea level in coastal New England is projected to rise 3.9–6.6 ft (1.2–2.0 m) by the year 2100. Many climate-change vulnerability and adaptation studies have investigated surface-water flooding from sea-level rise (SLR) on coastal-road infrastructure, but few have focused on rising groundwater. Groundwater modeling in New Hampshire’s Seacoast Region has shown that SLR-induced groundwater rise will occur three to four times farther inland than surface-water flooding, potentially impacting 23% of the region’s roads. Pavement service-life has been shown to decrease when the unbound layers become s
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Wang, Yizhuang David, Behrooz Keshavarzi, and Y. Richard Kim. "Fatigue Performance Prediction of Asphalt Pavements with FlexPAVETM, the S-VECD Model, and DR Failure Criterion." Transportation Research Record: Journal of the Transportation Research Board 2672, no. 40 (2018): 217–27. http://dx.doi.org/10.1177/0361198118756873.

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Reliable predictions of asphalt materials and pavement performance are important elements in mixture design, mechanistic-empirical pavement design, and performance-related specifications. This paper presents FlexPAVE™, a pavement performance prediction program. FlexPAVE™ is a three-dimensional finite element program that is capable of moving load analysis under realistic climatic conditions. It utilizes the simplified viscoelastic continuum damage (S-VECD) model to predict asphalt pavement fatigue life. This S-VECD model currently incorporates the so-called GR failure criterion to define the f
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Chen, Shuaikun, Jianmin Liu, Guangchun Zhou, and Xiaomeng Hou. "Essential Working Features of Asphalt Airport Pavement Revealed by Structural State-of-Stress Theory." Buildings 14, no. 9 (2024): 2707. http://dx.doi.org/10.3390/buildings14092707.

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The National Airport Pavement Test Facility (NAPTF) in USA obtained the strain and deformation data of the asphalt airport pavement numbered as Track 3 under the wheel load traveling in the north area of Construction Cycle 7 (CC7). But, the classic theories and methods still could not find out the definite and essential working characteristics, such as the starting point of the asphalt pavement’s failure process and the ending point of the normal working process. This study reveals the essential working characteristics of the asphalt airport pavement by modeling the tested strain and deformati
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Cheng, Gang, Yong Zheng, Jie Yu, Jun Liu, and Xinhe Hu. "Investigation of the Fatigue Life of Bottom-Up Cracking in Asphalt Concrete Pavements." Applied Sciences 12, no. 23 (2022): 12119. http://dx.doi.org/10.3390/app122312119.

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Traditionally, fatigue cracking in asphalt pavement means fatigue failure, which is the basis for controlling the design thickness of asphalt pavements. In fact, the fatigue failure of asphalt pavements includes three stages: fatigue cracking, crack expansion, and structural failure. Therefore, this paper aims to investigate the fatigue life of the bottom-up cracking of asphalt concrete (AC) pavements considering the different stages of fatigue failure. The dynamic modulus of AC of different grades was experimentally determined. The tensile stresses at the bottom of the AC layer were evaluated
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AKINBULUMA, Ayodeji T., Mohd H. MD ISA, and Damilola A. OGUNDARE. "AFRICAN LATERITIC SOILS AND PAVEMENTS FAILURE: A REVIEW." OAUSTECH Journal of Engineering and Intelligent Technology 1, no. 1 (2025): 205–16. https://doi.org/10.36108/ojeit/5202.10.0122.

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African lateritic soils, prevalent in many regions of the continent, are widely used in the construction of pavements. However, these soils often experience failure in road infrastructure due to their inherent properties, such as high moisture sensitivity, poor compaction, and variable strength. This review investigates the primary causes of pavement failure associated with African lateritic soils and highlights issues such as inadequate soil stabilization, seasonal fluctuations in moisture content, and the low shear strength of untreated soils. The swelling and shrinkage behavior of lateritic
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Dissertations / Theses on the topic "Pavement failure"

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El-Shafei, Nayel S. "Quantitative discovery and qualitative reasoning about failure mechanisms in pavement." Thesis, Massachusetts Institute of Technology, 1986. http://hdl.handle.net/1721.1/44656.

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Thesis (M.S.)--Massachusetts Institute of Technology, Dept. of Civil Engineering, 1986.<br>MICROFICHE COPY AVAILABLE IN ARCHIVES AND ENGINEERING<br>Includes index.<br>Bibliography: leaves 101-109.<br>by Nayel S. el-Shafei.<br>M.S.
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Schlotjes, Megan Rose. "The development of a diagnostic approach to predicting the probability of road pavement failure." Thesis, University of Birmingham, 2013. http://etheses.bham.ac.uk//id/eprint/4528/.

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Road maintenance planning, an essential component of road asset management, preserves the integrity of road networks. Current state of the art pavement management systems exercise optimisation tools, pavement deterioration models, and intervention criteria to forecast the future maintenance requirements of a road network. However, using this current approach to pavement management, uncertainties associated with the failure of individual road sections may not always be accounted for explicitly, and therefore the susceptibility of a road network to failure is unknown. Predicting the probability
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Attia, Thomas. "Interfaces between pavement layers in bituminous mixtures." Thesis, Lyon, 2020. http://www.theses.fr/2020LYSET001.

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Afin que les structures de chaussée présentent une bonne résistance mécanique, les couches qui les composent sont liées entre elles à l’aide de « couches d’accrochage ». Un nouvel appareil, nommé 2T3C (Torsion-Traction‑Compression sur Cylindre Creux), a été conçu dans cette thèse pour caractériser le comportement thermomécanique des interfaces entre couches de chaussées en enrobé bitumineux. La Corrélation d’Images Numériques en trois dimensions (CIN 3D) a notamment été utilisée pour trouver les sauts de déplacement au niveau de l’interface. Le comportement de différentes configurations d’inte
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Gopallawa, Praveen. "Fatigue Failure Model for Local Roads in Ohio that Use Road User Maintenance Agreements Due to the Increase in Truck Traffic." Ohio University / OhioLINK, 2019. http://rave.ohiolink.edu/etdc/view?acc_num=ohiou1566389151107255.

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Riwe, Axel. "Methoden zur Berechnung der Versagenswahrscheinlichkeit von Straßenplatten aus Beton." Doctoral thesis, Saechsische Landesbibliothek- Staats- und Universitaetsbibliothek Dresden, 2015. http://nbn-resolving.de/urn:nbn:de:bsz:14-qucosa-181415.

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Die Dimensionierung einer Betonfahrbahn zielt darauf ab, den Anteil der im Nutzungszeitraum versagenden Platten auf ein akzeptables Maß zu begrenzen. Der Anteil ausgefallener Platten entspricht der Versagenswahrscheinlichkeit der einzelnen Platte. Damit ergibt sich die Notwendigkeit, die Versagenswahrscheinlichkeit zu berechnen. Innerhalb der vorliegenden Arbeit werden grundlegende Methoden und Verfahrensweisen zur Lösung dieser Aufgabe entwickelt. Es wird gezeigt, wie die für die Quantifizierung der Versagenswahrscheinlichkeit entscheidenden Streuungen der Einflussgrößen mathematisch beschrie
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Lin, Y. "Optimum design for sustainable 'green' overlays : controlling flexural failure." Thesis, Coventry University, 2014. http://curve.coventry.ac.uk/open/items/b5ba73e5-9cb8-4a0b-ac99-c53b3c3e54ed/1.

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The target of the ‘Green Overlays’ research was a cost effective, minimal disruption, sustainable and environmentally friendly alternative to the wholesale demolition, removal and complete reconstruction of the existing structural concrete pavement. The important problem of flexural resistance for strengthening concrete pavements with structural overlays has been scrutinised. A new mix design method for steel fibre reinforced, roller compacted, polymer modified, bonded concrete overlay has been proposed. The mixes developed were characterized of high flexural strength and high bond strength wi
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Hayward, Benjamin James. "Investigation of road base shear strains using in-situ instrumentation." Thesis, University of Canterbury. Civil Engineering, 2006. http://hdl.handle.net/10092/1164.

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The large majority of New Zealand's road network is constructed from thin surfaced unbound flexible pavements where a granular layer provides the main structural strength of the pavement. The current New Zealand empirical design theory states that permanent deformation should largely be attributed to the subgrade and that shape loss in the granular layers is simply a consequence of a previously deformed subgrade. However, recent research and field trials have indicated that basecourse shear strains may be a large contributor to rutting in unbound granular layers. The purpose of this investigat
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Darestani, Mostafa Yousefi. "Response of concrete pavements under moving vehicular loads and environmental effects." Thesis, Queensland University of Technology, 2007. https://eprints.qut.edu.au/16662/1/Mostafa_Yousefi_Darestani_Thesis.pdf.

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The need for modern transportation systems together with the high demand for sustainable pavements under applied loads have led to a great deal of research on concrete pavements worldwide. Development of finite element techniques enabled researchers to analyse the concrete pavement under a combination of axle group loadings and environmental effects. Consequently, mechanistic approaches for designing of concrete pavements were developed based on results of finite element analyses. However, unpredictable failure modes of concrete pavements associated with expensive maintenance and rehabilitatio
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Darestani, Mostafa Yousefi. "Response of concrete pavements under moving vehicular loads and environmental effects." Queensland University of Technology, 2007. http://eprints.qut.edu.au/16662/.

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The need for modern transportation systems together with the high demand for sustainable pavements under applied loads have led to a great deal of research on concrete pavements worldwide. Development of finite element techniques enabled researchers to analyse the concrete pavement under a combination of axle group loadings and environmental effects. Consequently, mechanistic approaches for designing of concrete pavements were developed based on results of finite element analyses. However, unpredictable failure modes of concrete pavements associated with expensive maintenance and rehabilitatio
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Quispe, Sagastegui Jose Andy, Schilder Luisiana Rioja, Manuel Silvera, and Jose Reyes. "Pavement management system to improve local road administration using PCI, IRI and PSI for pavement failures identification." Institute of Electrical and Electronics Engineers Inc, 2020. http://hdl.handle.net/10757/656415.

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El texto completo de este trabajo no está disponible en el Repositorio Académico UPC por restricciones de la casa editorial donde ha sido publicado.<br>A pavement management system (PMS) is a tool that supports decision-making specialists to maintain the pavement at an optimal service level. The absence of a PMS could lead to inadequate decision-making, a disorganized road inventory, poor selection in road maintenance techniques and inefficient technical support to justify the execution of maintenance activities. For these reasons, this research proposes the application of a PMS, with the obje
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Books on the topic "Pavement failure"

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Selvadurai, A. P. S. Transient effects in low-temperature-induced fracture and failure of pavement structures. published by the Research and Development Branch, Ontario Ministry of Transportation, 1988.

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D, White Thomas, and American Society of Civil Engineers. Materials Engineering Division., eds. Materials: Performance and prevention of deficiencies and failures : proceedings of the Materials Engineering Congress. American Society of Civil Engineers, 1992.

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Book chapters on the topic "Pavement failure"

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Varga, R., P. Jelušič, T. Bračko, B. Macuh, and B. Žlender. "Optimal pavement design using the failure probability." In Geotechnical Engineering Challenges to Meet Current and Emerging Needs of Society. CRC Press, 2024. http://dx.doi.org/10.1201/9781003431749-376.

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Rys, D. "Contribution of dynamic vehicle loads to pavement failure." In Eleventh International Conference on the Bearing Capacity of Roads, Railways and Airfields, Volume 2. CRC Press, 2022. http://dx.doi.org/10.1201/9781003222897-35.

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Wang, Hao, and Kairen Shen. "Airfield Pavement Slippage Failure at High-Speed Exits." In 14th International Conference on Asphalt Pavements ISAP2024 Montreal. Springer Nature Switzerland, 2024. https://doi.org/10.1007/978-3-031-67252-1_138.

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El-Shafei, Nayel. "Quantitative Discovery and Reasoning about Failure Mechanisms in Pavement." In Applications of Artificial Intelligence in Engineering Problems. Springer Berlin Heidelberg, 1986. http://dx.doi.org/10.1007/978-3-662-21626-2_48.

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Xu, Yi, and John N. Karadelis. "Shear Failure in Plain Concrete as Applied to Concrete Pavement Overlays." In 7th RILEM International Conference on Cracking in Pavements. Springer Netherlands, 2012. http://dx.doi.org/10.1007/978-94-007-4566-7_53.

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Kumar, Gajendra, Abhishek Mittal, and Ashok Kumar Sagar. "Evaluation of a Flexible Pavement Failure and Rehabilitation Strategies—A Case Study." In Lecture Notes in Civil Engineering. Springer Nature Singapore, 2024. http://dx.doi.org/10.1007/978-981-97-7300-8_25.

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Tao, Wei, Su Yutao, and Zhao Huaping. "Application of unified mechanics index of asphalt pavement failure in Xijing road." In Civil Engineering and Urban Research, Volume 2. CRC Press, 2023. http://dx.doi.org/10.1201/9781003372417-16.

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Karyawan, I. Dewa Made Alit, Januarti Jaya Ekaputri, Iswandaru Widyatmoko, and Ervina Ahyudanari. "The Effect of Replacing Natural Aggregate with Geopolymer Artificial Aggregates on Air Voids of Hot Mix Asphalt." In Lecture Notes in Civil Engineering. Springer Nature Singapore, 2023. http://dx.doi.org/10.1007/978-981-99-2532-2_39.

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AbstractHigh voids in hot mix asphalt (HMA) can increase sensitivity to moisture, resulting in premature failure of asphalt pavements. The use of artificial aggregates as a substitute for natural aggregates has been considered in this paper to optimize air voids that meet the requirements. The reason is that natural aggregates are non-renewable raw materials and their availability continues to decrease. This study aims to determine the effect of replacing some natural aggregates with artificial aggregates on air voids. This experiment assessed 2 sets of HMA standard gradations, namely the Bina
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Nabizadeh, Hadi, Mohamed Nimeri, Elie Y. Hajj, Raj V. Siddharthan, and Sherif Elfass. "Investigation of Instantaneous Shear Failure in Pavement Subgrade Subjected to Superheavy Load Vehicle." In Lecture Notes in Civil Engineering. Springer International Publishing, 2021. http://dx.doi.org/10.1007/978-3-030-77230-7_14.

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Little, Dallas N., David H. Allen, and Amit Bhasin. "Failure Mechanisms and Methods to Estimate Material Resistance to Failure." In Modeling and Design of Flexible Pavements and Materials. Springer International Publishing, 2017. http://dx.doi.org/10.1007/978-3-319-58443-0_8.

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Conference papers on the topic "Pavement failure"

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Hassan, Syed Shabih ul, Imran Hafeez, Tausif Pattal, and Usman Azeem. "Effect of Petrography of Aggregate on Rutting Behaviour of Asphalt Mixture." In Technology Enabled Civil Infrastructure Engineering & Management Conference. Trans Tech Publications Ltd, 2025. https://doi.org/10.4028/p-5zsoxk.

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Pavement failure occurs mostly due to poor selection of aggregate, which is highly dependent on aggregate petrography. The limited number of studies has been carried out in the past to relate the minerology of aggregate with the asphalt mix performance. This research aims to link the minerology of aggregate to the rutting of the asphalt pavement. In this study three different quarries of aggregates were collected for study i.e., Pathargarh, Surajgali and Murunj, Pakistan. Physical and mechanical properties of selected aggregate were determined before preparing the mix design. Aggregate propert
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Beltran, Nancy, Abbasali TaghaviGhalesar, Richard Rogers, and Cesar Carrasco. "Comparison of Pavement Layer Responses Between HMA/PCC Pavement Designs with Heavy Vehicle Loads Using RPAS." In 12th International Conference on Concrete Pavements. International Society for Concrete Pavements, 2021. http://dx.doi.org/10.33593/um4og534.

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The rapid energy sector development and the strong increase in vehicle axle loads has resulted in premature failure of asphalt pavements and, as a consequence, concrete pavements are being considered. However, current design methods assume the significantly heavier vehicle loads will have an elastic impact on the pavement layers and has led pavement engineers to thicken the concrete layer to withstand the heavy loads resulting in a more costly option compared to an asphalt pavement design. Moreover, the current design procedure of concrete pavements discretize the supporting layers using the W
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Domitrović, Josipa, Luka Krišto, and Tatjana Rukavina. "Flexible pavement with SMA as an anti-fatigue layer." In 7th International Conference on Road and Rail Infrastructure. University of Zagreb Faculty of Civil Engineering, 2022. http://dx.doi.org/10.5592/co/cetra.2022.1428.

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Asphalt Pavement Alliance has defined the perpetual pavement as ˝an asphalt pavement designed and built to last longer than 50 years without requiring major structural rehabilitation or reconstruction and needing only periodic surface renewal…˝. The perpetual pavement design approach assumes that one can design against certain types of failure or distress by choosing the right materials and layer thicknesses. This can be achieved by providing enough stiffness in the upper pavement layers to preclude rutting and enough total pavement thickness and flexibility in the lowest layer to avoid fatigu
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Chen, Dar-Hao, Zhiyi Huang, and Jeffrey Lee. "Pavement Premature Failure on a Moisture Susceptible Base." In GeoHunan International Conference 2011. American Society of Civil Engineers, 2011. http://dx.doi.org/10.1061/47633(412)40.

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Ahmed, Mesbah, Carlos Cary, Hao Yin, and David Brill. "Evaluation Of Concrete Pavement Joint Performance At The FAA National Airport Pavement Test Facility." In 12th International Conference on Concrete Pavements. International Society for Concrete Pavements, 2021. http://dx.doi.org/10.33593/54ml68ow.

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On November 08, 2018, the Federal Aviation Administration (FAA) National Airport Pavement Testing Facility (NAPTF) completed a full-scale test on concrete airport pavements comparing joint types, as part of NAPTF Construction Cycle 8 (CC8). The objective of this experiment was twofold: (a) compare the performance of a new type of sinusoidal keyway joint with standard doweled longitudinal construction joints; and (b) compare the performance of doweled versus undoweled transverse contraction joints. The indoor test pavement consisted of twelve slabs divided into four groups according to the join
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Lenngren, Carl, and Maria Hernandez. "Relating Field Energy Attenuation in Portland Cement Concrete Pavements to Fracture Mechanics." In 12th International Conference on Concrete Pavements. International Society for Concrete Pavements, 2021. http://dx.doi.org/10.33593/0xmxe2jw.

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Asset management of infrastructure is fundamental for maintenance planning and preservation of common property. A robust testing program is needed to assess the present-day status and for proper actions in time to minimize the ongoing depreciation of value. As a matter of fact, Portland Cement Concrete pavements show very little deterioration even after many years in service. Thus, it may be difficult to accurately predict the present asset value, other than using linear relations to the presumed design life. The primary reason for failure is cracking in concrete pavements, so assessing the di
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Condori, Helarf Calsina, Jose Cruz de la Cruz, and Wilson Mamani Machaca. "ResNet neural network hyperparameter tuning for Rigid Pavement Failure Assessment." In 2021 IEEE 15th International Symposium on Applied Computational Intelligence and Informatics (SACI). IEEE, 2021. http://dx.doi.org/10.1109/saci51354.2021.9465547.

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Kim, Seunghye, Kwangwon Kim, Jaehyung Ju, and Doo-Man Kim. "Nonlinear Material Modeling of a Truck Tire, Pavement and its Effect on Contact Stresses." In ASME 2012 International Design Engineering Technical Conferences and Computers and Information in Engineering Conference. American Society of Mechanical Engineers, 2012. http://dx.doi.org/10.1115/detc2012-70664.

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For an accurate evaluation of the failure stress of tire and pavement materials, both the tire and pavement need to be modeled as nonlinear materials. In this study, a hyperelastic model of a truck tire and an elasto-viscoplastic model for pavement are implemented and their interaction effect on contact stresses is investigated. Finite element (FE) analysis with ABAQUS is used to simulate the interaction models of the truck tire and pavement. The interaction of hyperelastic and elasto-viscoplastic models for a truck tire and pavement shows accurate contact pressure for the truck tire and accur
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Lu, Ting-Hao, Jun-Hua Wu, Song Yang, and Guo-Xiong Mei. "Study on Mechanism of Expansive Soil Slope Failure and Numerical Simulation." In First International Symposium on Pavement and Geotechnical Engineering for Transportation Infrastructure. American Society of Civil Engineers, 2013. http://dx.doi.org/10.1061/9780784412817.019.

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"Research on Fractal Fatigue Failure Mechanism and Application of Cement Concrete Pavement." In International Conference on Education, Management, Computer and Society. Scholar Publishing Group, 2021. http://dx.doi.org/10.38007/proceedings.0001792.

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Reports on the topic "Pavement failure"

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Shah, Ayesha, Jan Olek, and Rebecca S. McDaniel. Real Life Experience with Major Pavement Types. Purdue University, 2022. http://dx.doi.org/10.5703/1288284317371.

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Pavement performance is a complex issue which depends on many contributing factors. Examining the performance of real-life pavements across the state determines what the actual service lives are for the pavements. For the purposes of this study, only selected LTPP projects were examined, along with a database containing all the historic repair projects completed in Indiana. Pertinent information present in the Indiana Historic Contracts Database was extracted concerning the types of pavement repair and treatments options commonly employed within the state, the time between repairs, etc. These
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Jayme, Angeli, Jaime Hernandez, Imad Al-Qadi, Johann Cardenas, Murryam Hafeez, and William Villamil. Impact of Heavy Commercial Electric Vehicles on Flexible Pavements. Illinois Center for Transportation, 2025. https://doi.org/10.36501/0197-9191/25-003.

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Heavy-duty electric vehicles (HDEV) pose challenges to flexible pavements. This study evaluated four Illinois pavement structures to quantify HDEV impacts on pavements. Compounding factors included increases in load and acceleration, which escalated critical strains and reduced repetitions to failure. Various distresses were considered: bottom-up cracking, shear-driven top-down cracking, and shear-driven shoving. A proposed framework is presented, which includes a new metric—e-truck adjustment factor—that enables a full truck comparison of internal combustion engine vehicles (ICs) with HDEVs.
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Hajj, Ramez, Nishant Garg, Jacob Doehring, Abhilash Vyas, Babak Asadi, and Yujia Lu. Using Microcapsules and Bacteria for Self-Healing in Rigid and Flexible Pavements. Illinois Center for Transportation, 2023. http://dx.doi.org/10.36501/0197-9191/23-001.

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Cracking is one of the most critical distresses experienced by pavement infrastructure. Both flexible and rigid pavement cracking allow for water intrusion, which can in turn cause freeze–thaw damage and structural issues, causing premature failure. In addition, rigid pavements suffer from corrosion of reinforcing steel, which impedes the ability of the steel to resist deformation of the surface layer. One proposed technology to mitigate such cracking is the engineering of self-healing materials in pavements that can autogenously heal damage at the microscale. However, these technologies are n
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Heymsfield, Ernie, and Jeb Tingle. State of the practice in pavement structural design/analysis codes relevant to airfield pavement design. Engineer Research and Development Center (U.S.), 2021. http://dx.doi.org/10.21079/11681/40542.

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An airfield pavement structure is designed to support aircraft live loads for a specified pavement design life. Computer codes are available to assist the engineer in designing an airfield pavement structure. Pavement structural design is generally a function of five criteria: the pavement structural configuration, materials, the applied loading, ambient conditions, and how pavement failure is defined. The two typical types of pavement structures, rigid and flexible, provide load support in fundamentally different ways and develop different stress distributions at the pavement – base interface
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Robinson, W. Evaluation of thin flexible pavements under simulated aircraft traffic. Engineer Research and Development Center (U.S.), 2020. http://dx.doi.org/10.21079/11681/39161.

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A full-scale airfield pavement test section was constructed and trafficked by the U.S. Army Engineer Research and Development Center (ERDC) to evaluate the performance of relatively thin airfield pavement structures. The test section consisted of 16 test items that included three asphalt pavement thicknesses and two different aggregate base courses. The test items were subjected to simulated aircraft traffic to evaluate their response and performance to realistic aircraft loads and to evaluate the effect of reductions in tire pressure on thin asphalt pavement. Rutting behavior, pavement cracki
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Robinson, W., Jeremiah Stache, Jeb Tingle, Carlos Gonzalez, Anastasios Ioannides, and James Rushing. Naval expeditionary runway construction criteria : P-8 Poseidon pavement requirements. Engineer Research and Development Center (U.S.), 2023. http://dx.doi.org/10.21079/11681/46857.

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A full-scale airfield pavement test section was constructed and trafficked by the US Army Engineer Research and Development Center to determine minimum rigid and flexible pavement thickness requirements to support contingency operations of the P-8 Poseidon aircraft. Additionally, airfield damage repair solutions were tested to evaluate the compatibility of those solutions with the P-8 Poseidon. The test items consisted of various material thickness and strengths to yield a range of operations to failure allowing development of performance predictions at a relatively lower number of design oper
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Bell, Haley, Bradford Songer, Christopher Moore, and James Rowland. Evaluation of Tekcrete Fast for airfield pavement repairs. Engineer Research and Development Center (U.S.), 2025. https://doi.org/10.21079/11681/49802.

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Tekcrete Fast is a deployable, high-strength cementitious product with rapid bonding force that was initially developed to provide stability for structures damaged by seismic activity and explosives. The product was evaluated by researchers at the US Army Engineer Research and Development Center for its ability to execute necessary force projection and resilient infrastructure repairs for the US military without major negative impacts to the mission. Full-scale testing of the rapidly emplaced calcium-sulfoaluminate (CSA) concrete product was completed to identify the sustainability and strengt
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Chou, Yu T. Development of Failure Criteria of Rigid Pavement Thickness Requirements for Military Roads and Streets, Elastic Layered Method. Defense Technical Information Center, 1989. http://dx.doi.org/10.21236/ada207903.

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El Badawy, Amro, and Ashraf Rahim. Evaluation of Nanoclay Additives for Improving Resistance to Moisture Damage in Hot Mix Asphalt (HMA). Mineta Transportation Institute, 2023. http://dx.doi.org/10.31979/mti.2023.2151.

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Transportation has an enormous impact on the U.S. economy and on the lives of all Americans. Many modes of transportation rely on pavement, but pavement conditions deteriorate over time because of the combined effects of traffic and climate. Exposure to moisture often causes premature failure of asphalt pavements as it reduces the stiffness of the asphalt and enables stripping of the asphalt from the aggregate. This research evaluates the effectiveness of clay nanomaterials (i.e., nanoclays) in improving the resistance of hot mix asphalt (HMA) to moisture damage and compares the enhancement re
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Jo, Hyungyung, Hyeyoung Son, Mitchell Rencheck, et al. Mechanical Properties of Durable Pavement Marking Materials and Adhesion on Asphalt Surfaces. Purdue University, 2022. http://dx.doi.org/10.5703/1288284317357.

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Mechanical properties of commercially available temporary pavement marking (TPM) tapes and thermoplastic materials used as permanent pavement markings (PPM) were investigated using the non-destructive Tape Drape Test and conventional mechanical testing. The impact of temperature and aging on the adhesion of TPM tapes and thermoplastic PPM applied to asphalt core surfaces with various surface roughness and treatments was determined using a modular peel fixture and shear adhesion tests. The adhesion of TPM tapes to model smooth surfaces decreased as surface temperature was increased from 0 to 40
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