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Relevant bibliographies by topics / Flexible pavement

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Academic literature on the topic 'Flexible pavement'

Author: Grafiati

Published: 4 June 2021

Last updated: 25 July 2025

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Journal articles on the topic "Flexible pavement"

1

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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Shruti, Wadalkar*1 Dr. R. K. Lad2 &. Dr. R. K. Jain3. "DETECTION AND ANALYSIS OF CRACKS FOR RATING OF FLEXIBLE PAVEMENTS." GLOBAL JOURNAL OF ENGINEERING SCIENCE AND RESEARCHES 6, no. 1 (2019): 154–57. https://doi.org/10.5281/zenodo.2548927.

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Pavement condition assessment is one of the important components of pavement management system. Pavement maintenance strategy is decided on the basis of this assessment. There are various factors for pavement condition assessment like cracking, rutting, deflection, raveling, potholes etc. In this study, cracks are considered for rating of pavements as they are one of the important factors of pavement assessment. Longitudinal, transverse, fatigue and block cracking is considered for the study as they are frequently occurs in the flexible pavements. The said cracks are detected for selected road

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Kiran, S., and Madhu Kavitha. "Rutting and Fatigue Analysis of Flexible Pavement using KENPAVE and IITPAVE: A Review." Journal of Transportation Engineering and Traffic Management 3, no. 1 (2022): 1–12. https://doi.org/10.5281/zenodo.5830649.

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Pavements are the vital part of any highway system. Due to harsh climatic conditions and premature distresses, pavements are falling apart in initial years of construction, even though they are designed for 15-20 years. Furthermore, pavements frequently fail prematurely due to poor quality control during construction, high axle loads, extreme weather conditions, and insufficient maintenance funding. Understanding the deterioration pattern of the flexible pavement is necessary to take the decision for strengthening the pavement. Premature failures like rutting and fatigue in flexible pavement c

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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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Claudia, Petcu. "Parametric Studies for Flexible Pavements." Romanian Journal of Transport Infrastructure 12, no. 2 (2023): 1–21. http://dx.doi.org/10.2478/rjti-2023-0015.

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Abstract The problem of dimensioning pavements requires knowledge of the assumptions and calculation schemes underlying the assessment of deformations of pavements under traffic pressure. The aim of this paper is to study the influence of both the values chosen for the dynamics module of asphalt courses in the pavement and the elastic composition of the pavement using three bituminous layers (wearing, binder, base), or two bituminous layers (wear, binder/base). In the first part of the paper a general description of pavements is presented. Roads are also described, starting from Roman roads to

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Gopalakrishnan, Kasthurirangan, and Marshall R. Thompson. "Subgrade stress ratios as airfield pavement rutting performance indicators." Canadian Journal of Civil Engineering 34, no. 2 (2007): 189–98. http://dx.doi.org/10.1139/l06-134.

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Rutting is a major distress in airport flexible pavements. Subgrade vertical strain criteria are used in many airport flexible pavement design procedures to consider the development of rutting. Several research studies have identified the limitations associated with these criteria. Design criteria based on subgrade stress ratios (SSRs) are being considered for evaluating subgrade rutting in airport flexible pavements. In this paper, the SSRs based on measured vertical subgrade stresses are related to surface rutting in flexible pavements subjected to repeated trafficking of Boeing 777 and 747

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Hemant, Kumar, Umank Mishra Dr, and Bajpayee Nikhil. "Strengthening and Widening of Flexible Pavement." Journal of Earthquake Science and Soil Dynamics Engineering 5, no. 3 (2023): 1–15. https://doi.org/10.5281/zenodo.7512049.

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Pavements are important for traffic to operate swiftly, safely, and seamlessly. Pavements can be classified as flexible or rigid in general. Flexible pavements have a low flexural strength and a flexible structural reaction. Stiff pavements can be distinguished by their stiffness and flexural strength. Rapid advancements in car technology have resulted in huge moving loads on pre-existing routes in an effort to reduce transportation costs. Existing roads, which were built on general principles, are unable to handle significant wheel loads, resulting in road degradation. Designing a pavement is

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Luhana, Pushpak, Prof Jayeshkumar Pitroda, and Dr L. B. Zala Dr. L. B. Zala. "Nanotechnology in Flexible Pavement." International Journal of Scientific Research 2, no. 1 (2012): 78–80. http://dx.doi.org/10.15373/22778179/jan2013/27.

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White, Greg. "Comparing the Cost of Rigid and Flexible Aircraft Pavements Using a Parametric Whole of Life Cost Analysis." Infrastructures 6, no. 8 (2021): 117. http://dx.doi.org/10.3390/infrastructures6080117.

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The construction and maintenance costs, as well as the residual value, were calculated for structurally equivalent rigid and flexible airfield pavements, for a range of typical commercial aircraft, as well as a range for typical subgrade conditions. Whole of life cost analysis was performed for a range of analysis periods, from 40 years to 100 years. For the standard 40-year analysis period and a residual value based on rigid pavement reconstruction, the rigid pavements had a 40% to 105% higher whole of life cost than equivalent flexible pavements, although this comparison is limited to the pa

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Dhabal, Arghya. "A Comprehensive Study on Life Cycle Cost Examination for a Road (Preamser Hirnikheda Mundla) Project in Madhya Pradesh." International Journal for Research in Applied Science and Engineering Technology 9, no. 9 (2021): 554–72. http://dx.doi.org/10.22214/ijraset.2021.37981.

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Abstract: A Life Cycle Cost Analysis (LCCA) is need to performed at the design period of the projects in order to be proficient to performed more profitable, to help take decision for type of pavement selection either flexible or rigid and also, to decide the comparative expense of different type of pavement. Specially for developing countries like India, due to insufficient funds for the project. However, now-a-days in India many infrastructure development projects like highways are being executed through loan from different external funding agencies like Asian Development Bank (ADB), World B

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Dissertations / Theses on the topic "Flexible pavement"

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Macioce, Damon J. "Performance of instrumented flexible pavement." Ohio : Ohio University, 1997. http://www.ohiolink.edu/etd/view.cgi?ohiou1177092747.

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Schweiger, Daniel L. "Instrumentation of flexible pavement." Ohio : Ohio University, 1995. http://www.ohiolink.edu/etd/view.cgi?ohiou1178911279.

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Schweiger, Daniel J. "Instrumentation of flexible pavement." Ohio University / OhioLINK, 1995. http://rave.ohiolink.edu/etdc/view?acc_num=ohiou1178911279.

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Bhutta, Salman Ahmed. "Mechanistic-Empirical Pavement Design Procedure For Geosynthetically Stabilized Flexible Pavements." Diss., Virginia Tech, 1998. http://hdl.handle.net/10919/30446.

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In June 1994, a 150-m-long secondary road pavement section was built as part of the realignment of route 616 and 757 in Bedford County, Virginia to evaluate the performance of geosynthetically stabilized flexible pavements. The California Bearing Ratio (CBR) of the subgrade after construction was approximately 8%. The pavement section is was divided into nine individual sections, each approximately 15 m long. Sections one through three have a 100-mm-thick limestone base course (VDOT 21-B), sections four through six have a 150-mm-thick base course, and sections seven through nine have a 200-

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Chen, Yuanguo. "Viscoelastic Modeling of Flexible Pavement." University of Akron / OhioLINK, 2009. http://rave.ohiolink.edu/etdc/view?acc_num=akron1258231515.

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McCauley, Jason. "Route 33 flexible pavement instrumentation project strutural performance of a flexible pavement due to various bases." Ohio : Ohio University, 1995. http://www.ohiolink.edu/etd/view.cgi?ohiou1179256950.

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McCauley, Jason. "Route 33 flexible pavement instrumentation project: Structural performance of a flexible pavement due to various bases." Ohio University / OhioLINK, 1995. http://rave.ohiolink.edu/etdc/view?acc_num=ohiou1179256950.

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Yu, Jianbin. "Flexible reinforced pavement structure-sensitivity analysis." Thesis, National Library of Canada = Bibliothèque nationale du Canada, 2000. http://www.collectionscanada.ca/obj/s4/f2/dsk1/tape3/PQDD_0015/MQ52682.pdf.

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Willis, James Richard Timm David Harold. "Field-based strain thresholds for flexible perpetual pavement design." Auburn, Ala, 2009. http://hdl.handle.net/10415/1580.

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Shiyab. "Optimum use of the flexible pavement condition indicators in pavement management system." Curtin University of Technology, Department of Civil Engineering, 2007. http://espace.library.curtin.edu.au:80/R/?func=dbin-jump-full&object_id=9396.

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This study aimed at investigating the current practices and methods adopted by roads agencies around the world with regard to collection, analysis and utilization of the data elements pertaining to the main pavement condition indicators in pavement management systems (PMS). It also aimed at identifying the main predictors associated with each condition indicator and the factors that govern pavement structural and functional performance. Development of a new performance index that incorporates parameters or measures related to the main condition indicators (surface defects, roughness, deflectio

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Books on the topic "Flexible pavement"

1

National Research Council (U.S.). Transportation Board. Group 2--Design and Construction of Transportation Facilities., ed. Flexible pavement construction. Transportation Research Board, National Research Council, 1989.

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Forbartha, Foras, and National Institute for Physical Planning and Construction Research., eds. Catalogue of pavement defects: (flexible road pavements). National Institute for Physical Planning and Construction Research, 1985.

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Laboratory, Construction Engineering Research. The relationship of pavement maintenance costs to the pavement condition index. US Army Corps of Engineers, Construction Engineering Research Laboratory, 1987.

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Kartdhal, PS, and M. Stroup-Gardiner, eds. Flexible Pavement Rehabilitation and Maintenance. ASTM International, 1998. http://dx.doi.org/10.1520/stp1348-eb.

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Duangratana, Songsawasdi. Research on pavement materials, flexible pavement analysis and design. Dept. of Highways, Ministry of Transport and Communications, 1994.

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National Research Council (U.S.). Transportation Research Board., ed. Flexible pavement construction, performance, and recycling. Transportation Research Board, National Research Council, 1992.

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Kenis, William. Pavement primary response to dynamic loading. U.S. Dept. of Transportation, Federal Highway Administration, Research and Development, Turner-Fairbank Highway Research Center, 1997.

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Kenis, William. Pavement primary response to dynamic loading. U.S. Dept. of Transportation, Federal Highway Administration, Research and Development, Turner-Fairbank Highway Research Center, 1997.

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9

Feng, Aiwen. Flexible pavement drainage monitoring, performance and stability. Purdue University, [Joint Transportation Research Program, 1999.

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National Research Council (U.S.). Transportation Research Board., ed. Rigid and flexible pavement design and rehabilitation. National Academy Press, 1993.

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Book chapters on the topic "Flexible pavement"

1

Salter, R. J. "Flexible Pavement Thickness Design." In Highway Design and Construction. Macmillan Education UK, 1988. http://dx.doi.org/10.1007/978-1-349-10067-5_3.

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Thom, Nick. "Flexible Pavement – Structural Design." In Principles of Pavement Engineering, Third Edition. Emerald Publishing Limited, 2024. http://dx.doi.org/10.1680/978-1-83549-710-420243011.

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Copson, Malcolm, Peter Kendrick, and Steve Beresford. "Flexible and composite pavement." In Roadwork. Routledge, 2019. http://dx.doi.org/10.1201/9781351205115-5.

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Goswami, Sandipan, and Pradip Sarkar. "Design of Flexible Pavement." In Computer-Aided Highway Engineering. CRC Press, 2021. http://dx.doi.org/10.1201/9781003045830-13.

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Petitjean, J., C. Fabre, and J. M. Balay. "A380 Flexible Pavement Experimental Program." In Bearing Capacity of Roads, Railways and Airfields. CRC Press, 2021. http://dx.doi.org/10.1201/9781003078814-27.

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Thom, Nick. "Maintenance of Flexible Pavements." In Principles of Pavement Engineering, Third Edition. Emerald Publishing Limited, 2024. http://dx.doi.org/10.1680/978-1-83549-710-420243014.

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De Beer, Morris, and Colin Fisher. "Towards Understanding Tyre-Pavement Contact in APT Research on Flexible Pavements." In The Roles of Accelerated Pavement Testing in Pavement Sustainability. Springer International Publishing, 2016. http://dx.doi.org/10.1007/978-3-319-42797-3_32.

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Sayyed, Sabir S., R. P. Patil, Anand Tapase, A. C. Attar, and P. G. Chandak. "Review and Assessment of Flexible Pavement." In Advancements on Sustainable Civil Infrastructures. Springer International Publishing, 2018. http://dx.doi.org/10.1007/978-3-319-96241-2_12.

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Cheung, L. W., P. K. Kong, Gordon L. M. Leung, and W. G. Wong. "Structural Assessment of Cracked Flexible Pavement." In 7th RILEM International Conference on Cracking in Pavements. Springer Netherlands, 2012. http://dx.doi.org/10.1007/978-94-007-4566-7_27.

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El-Hakim, Ragaa Abd, Mustatfa A. K. Abd El-Ghaffar, Mohamed El-Shabrawy M. Ali, and Hafez A. Afify. "Performance Analysis of Overlays for Flexible Pavement." In Recent Developments in Pavement Engineering. Springer International Publishing, 2019. http://dx.doi.org/10.1007/978-3-030-34196-1_3.

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Conference papers on the topic "Flexible pavement"

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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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Opanayake, Pinindu, and Niranga Amarasingha. "Performance Prediction Models for Flexible Pavements in Sri Lanka." In The SLIIT International Conference on Engineering and Technology 2022. Faculty of Engineering, SLIIT, 2022. http://dx.doi.org/10.54389/dsjj2094.

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The pavement prediction model forecasts the future PCI ratings based on pavement category, thickness, traffic, pavement life period and existing PCI rating. Nevertheless, with time and inclusion of newer pavement types, there was a need to adjust the prevailing pavement performance models. In addition to, pavements management systems need to develop new models for newer pavement types as well. Some developed pavement performance models in the earlier for the Road Development Authority (RDA) Sri Lanka is used by the roadway segments to predict the future condition and rehabilitations of its net

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Souliman, Mena I., and Nitish R. Bastola. "Performance analysis of flexible pavements with base lime." In 6th International Conference on Road and Rail Infrastructure. University of Zagreb Faculty of Civil Engineering, 2021. http://dx.doi.org/10.5592/co/cetra.2020.1057.

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The performance of the pavement is influenced by several factors, such as the pavement structure, materials, traffic, and climate conditions. These factors affect the pavement response, mainly the compressive strain developed at the top of each layer and the tensile strain developed at the bottom of the asphalt concrete layer, resulting in various forms of distresses, such as fatigue cracking. The materials used in the construction of these layers are equally important for the long-term performance of the pavements as well as its structural stability. Aggregates are the most used materials in

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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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Ming-Lou, Liu. "Rutting Prediction of Flexible Pavement." In Annual International Conference on Architecture and Civil Engineering. Global Science & Technology Forum (GSTF), 2013. http://dx.doi.org/10.5176/2301-394x_ace13.56.

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Liu, Ming-Lou, and Yan-Chang Chen. "Performance Analysis of Flexible Pavement." In Annual International Conference on Architecture and Civil Engineering (ACE 2014). Global Science and Technology Forum, 2014. http://dx.doi.org/10.5176/2301-394x_ace14.64.

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Nega, Ainalem, and Hamid Nikraz. "Evaluation of Tire-Pavement Contact Stress Distribution of Pavement Response and Some Effects on the Flexible Pavements." In International Conference on Highway Pavements and Airfield Technology 2017. American Society of Civil Engineers, 2017. http://dx.doi.org/10.1061/9780784480946.016.

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Macdonald, R. "Analytical flexible pavement design in Thailand." 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/10.4324/9780203743928-15.

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Punukollu, Dhatri, and Jayasree. "Subgrade reinforcementof flexible pavement using geotextiles." In ADVANCES IN SUSTAINABLE CONSTRUCTION MATERIALS. AIP Publishing, 2023. http://dx.doi.org/10.1063/5.0144637.

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Aslan, Hamza, and Başak Varli Bingöl. "Modelling stress distribution of flexible pavement." In 3rd International Civil Engineering and Architecture Conference. Golden Light Publishing, 2023. http://dx.doi.org/10.31462/icearc.2023.tra547.

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Reports on the topic "Flexible pavement"

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Nantung, Tommy E., Jusang Lee, John E. Haddock, et al. Structural Evaluation of Full-Depth Flexible Pavement Using APT. Purdue University, 2021. http://dx.doi.org/10.5703/1288284317319.

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The fundamentals of rutting behavior for thin full-depth flexible pavements (i.e., asphalt thickness less than 12 inches) are investigated in this study. The scope incorporates an experimental study using full-scale Accelerated Pavement Tests (APTs) to monitor the evolution of each pavement structural layer's transverse profiles. The findings were then employed to verify the local rutting model coefficients used in the current pavement design method, the Mechanistic-Empirical Pavement Design Guide (MEPDG). Four APT sections were constructed using two thin typical pavement structures (seven-and

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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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Al-Qadi, Imad, Egemen Okte, Aravind Ramakrishnan, Qingwen Zhou, and Watheq Sayeh. Truck Platooning on Flexible Pavements in Illinois. Illinois Center for Transportation, 2021. http://dx.doi.org/10.36501/0197-9191/21-010.

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Truck platoons have many benefits over traditional truck mobility. Truck platoons have the potential to improve safety and reduce fuel consumption between 5% and 15%, based on platoon configuration. In Illinois, trucks carry more than 50% of freight tonnage and constitute 25% of the traffic on interstates. Therefore, expected fuel savings would be significant for trucks. Deployment of truck platoons within interstate highways may have a direct effect on flexible pavement performance, as the time between consecutive axle loads (i.e., resting time) is expected to decrease significantly. Moreover

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Bryant, Larry M. Preliminary Analytical Model for Flexible Pavement. Defense Technical Information Center, 1998. http://dx.doi.org/10.21236/ada352986.

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Thompson, Marshall, and David Lippert. Flexible Pavement Design (Full-depth Asphalt and Rubblization): A Summary of Activities. Illinois Center for Transportation, 2021. http://dx.doi.org/10.36501/0197-9191/21-021.

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This report summarizes activities undertaken to support and ensure that the Illinois Department of Transportation utilizes the best demonstrated available technology for design and construction of full-depth hot-mix asphalt (HMA) pavements and HMA pavements on rubblized Portland cement concrete pavement (PCCP). To achieve this goal, the researchers reviewed pavement design and special provisions for full-depth asphalt and rubblization projects as well as full-depth asphalt and rubblization project performance via condition surveys and deflection measurements. They also modified design inputs a

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Feng, Aiwen, Jianfeng Hua, and Thomas White. Flexible Pavement Drainage Monitoring, Performance, and Stability. Purdue University, 1999. http://dx.doi.org/10.5703/1288284313228.

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Jackson, Christopher J., Athar Saeed, Hershel H. Lackey, and Michael I. Hammons. Rigid and Flexible Pavement Aircraft Tie-Downs. Defense Technical Information Center, 2010. http://dx.doi.org/10.21236/ada545866.

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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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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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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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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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