Relevant bibliographies by topics / Concrete runway pavement

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  2. Dissertations / Theses
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Academic literature on the topic 'Concrete runway pavement'

Author: Grafiati
Published: 11 December 2022
Last updated: 26 January 2023

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Journal articles on the topic "Concrete runway pavement"

1

Joh, Sung Ho, Tae Ho Kang, and Soo Ahn Kwon. "Assessment of Structural Integrity for a Concrete Runway by Seismic Techniques." Key Engineering Materials 321-323 (October 2006): 298–301. http://dx.doi.org/10.4028/www.scientific.net/kem.321-323.298.

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Concrete runways are subject to material deterioration or structural problems, which lead to surface cracks and scaling of a concrete pavement. In this study, seismic techniques including the SASW method, the impact-echo method and the impulse-response method were integrated into a systematic nondestructive approach, which is designed for the assessment of structural integrity of concrete runway pavements. Numerical simulation of the employed seismic methods was performed to verify the validity. For feasibility, the integrated approach was applied to a concrete runway which has surface cracks at pavement segments not subject to airplane loading. The approach verified that the surface cracks were attributed to reduced subgrade stiffness, which may not be detected by conventional pavement tests. The validity of the integrated approach was also proven in lieu of forensic engineering for concrete runway pavements.
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Kryzhanovskyi, V. O., S. O. Kroviakov, M. V. Zavoloka, V. V. Shevchenko, O. A. Andreeva, and A. M. Sofiyanyk. "USE OF EXPERIENCE IN CONSTRUCTION OF MONOLITHIC CEMENT-CONCRETE PAVEMENT OF THE AIRPORT «ODESSA» IN THE DEVELOPMENT OF A NEW NATIONAL STANDARD FOR THE AIRFIELD DESIGN." Bulletin of Odessa State Academy of Civil Engineering and Architecture, no. 85 (December 28, 2021): 100–109. http://dx.doi.org/10.31650/2415-377x-2021-85-100-109.

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Abstract. Inspection of the monolithic cement-concrete pavement of the «Odessa» airport runway was carried out. Visual inspection of the runway surface, taxiways and apron for defects has been performed. The condition of the runway pavement was assessed as "excellent", destruction category I. In addition, strength tests of the rigid concrete pavement upper layer were carried out using non-destructive testing methods and core testing. The obtained strength characteristics correspond to the design requirements; the concrete has a grade of at least C32/40. Based on the processed data and own scientific developments, proposals were drawn up for a new standard (instead of SNyP 2.05.08-85 "Aérodromy") regarding the requirements for materials, concrete mixtures and concretes based on them for the runways construction in Ukraine. Modern requirements for monolithic cement-concrete airfield pavements require an extension of their service life up to 40 years. To ensure such indicators of serviceability, in addition to high strength indicators, it is imperative to ensure the rigid pavements durability using high-performance modified concretes. The proposals indicate the cement type, aggregates and chemical admixtures that can be used in the manufacture of concrete for airfield pavements. The requirements for the concrete and concrete mixture properties, the process of concrete curing are also presented. Taking into account the modern superplasticizers and the requirements for the workability of concrete mixtures for the construction of monolithic cement-concrete airfield pavements, the maximum W/C should be in the range of 0.3-0.35. To increase the flexural strength and crack resistance, it is desirable to use dispersed concrete reinforcement. To ensure the service life and satisfactory operational condition of the runway pavements, it is necessary to conduct an annual inspection for the timely identification and correction of arising defects.
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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 (June 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 also carried out to explore the effects of the selected materials and load-related parameters in changing the performance of multi-layer composites. The findings of the study will be helpful to introduce protective multi-layer composite runway pavement and consequently to reduce the maintenance work of runway pavement.
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AlAraza, Hayder Abbas Ashour, and Kharun Mahmud. "A parametric study of concrete runway pavement layers depression under impact load." Vestnik MGSU, no. 9 (September 2022): 1206–17. http://dx.doi.org/10.22227/1997-0935.2022.9.1206-1217.

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Introduction. Airport runway pavement is always subjected to considerable impact loads as a result of aircraft landing heavily on the concrete surface. As a result, runway pavements must have adequate strength and durability capability to avoid damage caused by a hard impact, such as surface deflection downward or penetration, because repair works are inconvenient within the operating conditions of the airport and increase the service life cost of the pavement structure. 3DFE research is carried out to identify some beneficial elements in influencing the concrete and base layers deformation of the runway pavement. Materials and methods. The research developed 3D finite element model from the previews study by using the Explicit Dynamics model using the Ansys workbench. The concrete characteristics such as slab thickness, concrete density, modulus of elasticity, flexural tensile strength, and compressive strength of the runway pavement are tested, while the impactor weight and velocity are chosen and investigated too. Results. The results included the effect of 4–7 different values for each factor. The depression of the concrete and base layers is presented. Conclusions. The main conclusion that can be drawn from this work is that flexural tensile strength, compressive strength, and slab thickness have a significant effect on the concrete depression of the runway pavement as well as the impactor weight and velocity.
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Sahagun, Lauren K., Moses Karakouzian, Alexander Paz, and Hanns de la Fuente-Mella. "An Investigation of Geography and Climate Induced Distresses Patterns on Airfield Pavements at US Air Force Installations." Mathematical Problems in Engineering 2017 (2017): 1–10. http://dx.doi.org/10.1155/2017/8721940.

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This study investigated climate induced distresses patterns on airfield pavements at US Air Force installations. A literature review and surveys of Pavement Condition Index indicated that the predominant factor contributing to the development of pavement distress was climate. Results suggested that, within each type of pavement distress, a geographic pattern exists which is strongly correlated to conventional US climate zones. The US Air Force Roll-Up Database, housing over 50,000 records of pavement distress data, was distilled using a process designed to combine similar distresses while accounting for age and size of samples. The process reduced the data to a format that could be used to perform krig analysis and to develop pavement behavior models for runways built with asphalt cement (AC) and Portland cement concrete (PCC). Regression and krig analyses were conducted for each distress type to understand distress behavior among climate zones. Combined regression and krig analyses provided insight into the overall pavement behavior for AC and PCC runways and illustrated which climate zone was more susceptible to specific pavement distresses. Distress behavior tends to be more severe in the eastern US for AC and in the western US for PCC runway pavements, respectively.
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Shafabakhsh, Gholamali, Ehsan Kashi, and Mojtaba Tahani. "Analysis of runway pavement response under aircraft moving load by FEM." Journal of Engineering, Design and Technology 16, no. 2 (April 3, 2018): 233–43. http://dx.doi.org/10.1108/jedt-09-2017-0093.

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Purpose Given the importance of airports and the need to develop this issue in runway, the purpose of this study, pavement response values under loading of different aircraft have been obtained using tire and pavement modeling by finite element method (FEM). To predict the actual behavior of pavements under aircraft loading, dynamic analysis of runway flexible pavement was performed using Abaqus software version 6.10. Design/methodology/approach The method is based on finite element analysis and software simulation. And the main goal to obtain the amount of pavement stress and deflection at different speeds. Findings The results of modeling showed that aircraft movement at a speed of 5-8 km/h leads to the highest stresses and deflections in the pavement. Moreover, the effect of elastic modulus variations of the asphalt concrete on the tensile strain under advisory circular layer was calculated for Airbus A380 by using FEM. To validate the results of the runway pavement dynamic analysis, the results of modeling have been compared with the field test results of National Airport Pavement Test Facility. Originality/value Stresses and deflections of pavement during aircraft movement at different speeds of 5, 8 and 20 km/h on the runway have been presented, and the critical points in length, width and depth of runway pavement, as well as the most critical speed of aircraft in terms of induced damage to the pavement, have been obtained.
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Prayoga, Aldo Budi, and Silvia Sukirman. "Desain Tebal Perkerasan Lentur Landas Pacu Bandara Soekarno-Hatta, Tanggerang Menggunakan Metode Design & Maintenance Guide 27, Inggris. (Hal. 38-46)." RekaRacana: Jurnal Teknil Sipil 4, no. 2 (June 7, 2018): 38. http://dx.doi.org/10.26760/rekaracana.v4i2.38.

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ABSTRAKPerkerasan merupakan salah satu komponen pada runway yang harus didesain dan dievaluasi agar dapat melayani lalu-lintas pesawat sehingga tidak menyebabkan kerusakan dan mengakibatkan terganggunya kinerja bandara. Studi kasus pada penelitian ini adalah mendesain tebal perkerasan lentur Runway 3 Bandara Soekarno-Hatta menggunakan Design & Maintenance Guide 27. Tiga alternatif repetisi beban berdasarkan jenis penerbangan yang diasumsikan yaitu alternatif 1 50% internasional dan domestik, alternatif 2 75% internasional dan 25% domestik dan alternatif 3 100% internasional. Dari hasil desain berdasarkan 3 alternatif repetisi beban didapatkan hasil tebal perkerasan yang sama, yaitu 40 mm Marshall Asphalt Surface Course, 60 mm Marshall Asphalt Binder Course, 120 mm Marshall Asphalt Base Course, 401 mm Type FH Drylean Concrete untuk tipe High Strength Bound Base Material dan 563 mm Type F Drylean Concrete untuk tipe Bound Base Material.Kata kunci: perkerasan lentur, runway, marshall asphalt, HSBBM, BBM ABSTRACT Pavement is a component of runway that must be designed and evaluated in order to serve airplane traffic so that is not causing damage and result disruption of airport performance. The case studies in this research is to design 3rd Runway's flexible pavement of the Soekarno-Hatta airport use Design & Maintenance Guide 27 . 3 alternative load reps based on the assumed flight type ie alternative 1 with 50% international and domestic, alternative 2 75% international and 25% domestic and alternative 3 100% international. From the results of the design based on 3 alternative reps load obtained the same pavement thickness results, namely 40 mm Marshall Asphalt Surface Course, 60 mm Marshall Asphalt Binder Course, 120 mm Marshall Asphalt Base Course, 401 mm Type FH Drylean Concrete for High Strength Bound Base Material and 563 mm Type F Drylean Concrete for Bound Base Material type. Keywords: flexible pavement, runway, marshall aphalt, HSBBM, BBM
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Ahmed, I., M. H. Rahman, S. M. Seraj, and A. M. Hoque. "Performance of Plain Concrete Runway Pavement." Journal of Performance of Constructed Facilities 12, no. 3 (August 1998): 145–52. http://dx.doi.org/10.1061/(asce)0887-3828(1998)12:3(145).

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Yuan, Jifeng, Jin Wu, Tian Su, and Dadi Lin. "Dynamic Response of Reinforced Recycled Aggregate Concrete Pavement under Impact Loading." Applied Sciences 12, no. 17 (September 1, 2022): 8804. http://dx.doi.org/10.3390/app12178804.

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Airport runway pavements often undergo the direct impact of aircraft landings. For the purposes of designing the structure, it is of great importance to know about the dynamic response of the pavement and its behavior under impact loading. However, the dynamics and failure mechanisms of reinforced recycled aggregate concrete pavements subjected to impact loading are seldom explored in the literature. For this purpose, four reinforced recycled aggregate concrete pavements with different thickness and ratios of reinforcement, and one reinforced normal concrete pavement, were manufactured and tested under impact loading using the drop-weight impact frame system. The impact force characteristics, crack patterns, deformation responses, and strain developments of reinforced concrete pavements subjected to impact loading were evaluated and compared. The above-mentioned study revealed that with an increase in the reinforcement ratio, both the deformation and the steel strain were reduced. Increasing the thickness would reduce the degree of damage and the impact force of reinforced concrete pavement (RCP) but increase the deformation. The results show that under the same compressive strength, the dynamic performance of the reinforced recycled aggregate concrete pavement was worse than that of the reinforced normal concrete pavement because of its lower elastic modulus and weaker interfacial transition zone. The dynamic performance of reinforced recycled aggregate concrete pavement could be improved by increasing the thickness and reinforcement ratio. The use of recycled aggregate concrete (RAC) in RCP is a technically feasible application of the material within the scope of this experimental study.
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Bruno, Salvatore, Giulia Del Serrone, Paola Di Mascio, Giuseppe Loprencipe, Eugenio Ricci, and Laura Moretti. "Technical Proposal for Monitoring Thermal and Mechanical Stresses of a Runway Pavement." Sensors 21, no. 20 (October 13, 2021): 6797. http://dx.doi.org/10.3390/s21206797.

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Airport pavements should ensure regular and safe movements during their service life; the management body has to monitor the functional and structural characteristics, and schedule maintenance work, balancing the often conflicting goals of safety, economic and technical issues. This paper presents a remote monitoring system to evaluate the structural performance of a runway composed of concrete thresholds and a flexible central runway. Thermometers, strain gauges, and pressure cells will be embedded at different depths to continuously monitor the pavement’s response to traffic and environmental loads. An innovative system allows data acquisition and processing with specific calculation models, in order to inform the infrastructure manager, in real time, about the actual conditions of the pavement. In this way, the authors aim to develop a system that provides useful information for the correct implementation of an airport pavement management system (APMS) based on real-life data. Indeed, it permits comprehensive monitoring functions to be performed, based on the embedded sensing network.
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Dissertations / Theses on the topic "Concrete runway pavement"

1

Ali, Saima. "Performance of protective composite runway pavement under moving and impact loads." Thesis, Queensland University of Technology, 2018. https://eprints.qut.edu.au/116521/1/Saima_Ali_Thesis.pdf.

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This PhD thesis is devoted in developing new multi-layer composite and concrete runway pavements to increase the resistance to impact load and heavy moving load and hence to extend the service life of runway pavement. A new series of laboratory tests results along with computer based structural analyses are presented to understand the effectiveness of new multi-layer composite and concrete runway pavements. The outcome of this research will be beneficial for the runway pavement designer to introduce and design such impact and moving load resistant multi-layer composite and concrete runway pavement and thereby to reduce the damage of runway pavement due to the hard landing of exceptionally large and heavy weighted aircrafts, high velocity and heavy weighted falling objects during accidents, terrorist attacks etc.
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Books on the topic "Concrete runway pavement"

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Foundation, Innovative Pavement Research. Best practices for airport Portland cement concrete pavement construction (rigid airport pavement). Washington,D.C: American Concrete Pavement Association, 2003.

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Sheĭnin, A. M. T͡S︡ementobeton dli͡a︡ dorozhnykh i aėrodromnykh pokrytiĭ. Moskva: "Transport", 1991.

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World Road Congress (20th 1995 Montreal, Canada). Chaussées aéroportuaires: Actes d'un seminaire organisé à Montréal en septembre 1995 = Airfield pavements : proceedings of a workshop organized in Montreal in September 1995. Paris, France: PIARC-World Road Association, 1996.

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Rí, Andrú Mac Giolla. The optimisation of joint design in airport concrete pavements. Dublin: University College Dublin, 1996.

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Tsubokawa, Yukitomo. Kūkō hosō no PCN sanshutsu hōhō no kaitei ni kansuru kentō. [Yokosuka-shi]: Kokudo Gijutsu Seisaku Sōgō Kenkyūjo, 2010.

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Janoo, Vincent C. PCC airfield pavement response during thaw-weakening periods: A field study. [Hanover, N.H.]: US Army Corps of Engineers, Cold Regions Research & Engineering Laboratory, 1996.

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I, Glushkov G., ed. Zhestkie pokrytii͡a︡ aėrodromov i avtomobilʹnykh dorog. Moskva: "Transport", 1987.

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Manzione, Charles William. Evaluation and response of aged flexible airfield pavements at ambient temperatures using the falling weight deflectometer. 1988.

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Book chapters on the topic "Concrete runway pavement"

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Więckowski, Andrzej, and Alicja Sznurawa. "Structural Aspects of Airfield Runways with Concrete Pavements." In Contemporary Challenges of Transport Systems and Traffic Engineering, 39–52. Cham: Springer International Publishing, 2016. http://dx.doi.org/10.1007/978-3-319-43985-3_4.

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Conference papers on the topic "Concrete runway pavement"

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Rue, Dean, and Carla J. Schilling. "Concrete Pavement Rubblization Used as a Base Course for Runway Reconstruction." In 27th International Air Transportation Conference. Reston, VA: American Society of Civil Engineers, 2001. http://dx.doi.org/10.1061/40579(271)25.

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Santagata, Ezio, Orazio Baglieri, and Pier Paolo Riviera. "Effect of Anti-Icing Chemicals on Stripping of Asphalt Concrete Mixtures for Airport Runway Wearing Courses." In 2013 Airfield & Highway Pavement Conference. Reston, VA: American Society of Civil Engineers, 2013. http://dx.doi.org/10.1061/9780784413005.104.

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Marecos, Vania, Simona Fontul, Maria L. Antunes, and Mercedes Solla. "Assessment of a concrete pre-stressed runway pavement with ground penetrating radar." In 2015 8th International Workshop on Advanced Ground Penetrating Radar (IWAGPR). IEEE, 2015. http://dx.doi.org/10.1109/iwagpr.2015.7292635.

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Zieja, M., P. Barszcz, K. Blacha, and M. Wesołowski. "The evaluation method of degradation degree of runway pavement surfaces constructed from cement concrete." In The 2nd International Conference on Engineering Sciences and Technologies. CRC Press Taylor & Francis Group 6000 Broken Sound Parkway NW, Suite 300 Boca Raton, FL 33487-2742: CRC Press, 2017. http://dx.doi.org/10.1201/9781315210469-70.

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Bejarano, M. O., S. Kahle, W. McGrew, B. Aussieker, and J. Hough. "Case History: Concrete Pavement Reconstruction of the Intersection of Runway 18L-36R and 8-26 at Tulsa Int’l Airport." In Airfield and Highway Pavements 2015. Reston, VA: American Society of Civil Engineers, 2015. http://dx.doi.org/10.1061/9780784479216.032.

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Bäuml, Martin, Jakob Melchior, and Felicia Constandopoulos. "Over-night Renewals of the Concrete Runway at Sabiha Gökcen International Airport Istanbul." In 12th International Conference on Concrete Pavements. International Society for Concrete Pavements, 2021. http://dx.doi.org/10.33593/nj0oxhb0.

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Over the last couple of years, new rapid-hardening concretes were developed. They do not only stand out by their high early strength, in excess of 20 MPa already 90 minutes after setting, but are also adjustable to the needs of the construction site in regards to fresh concrete properties and setting behavior. This allows the rapid-hardening concrete to be placed using traditional means and the construction program to be optimized in order to perform the renewals during very short closure windows. After many years of usage, the single runway at Sabiha Gökcen International Airport Istanbul was in need of large-scale renewals due to severe damages in the high wear areas around the centerline. But, with it being the only runway at the airport, closing it for multiple weeks to perform the renewal was not an option. The nightly closure of only 5 hours, due to late-evening and early-morning flights, placed additional demands on the rapid-hardening concrete, the logistics of the construction site and the concrete's long-term durability for a permanent solution. This article presents the step-by-step over-night renewals at Sabiha Gökcen Airport, which is the largest project ever performed involving rapid-hardening concrete. Each night up to 5 slabs (94 m2) of the runway were replaced for a total area of 8700 m2 over 117 nights between March and September 2018. Such large area applications without affecting regular airport operations are possible thanks to the latest generation of rapid-hardening cement and this article shows these possibilities to project owners, design engineers, and contractors.
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Widyatmoko, I., C. Fergusson, and J. Richardson. "Sustainable Asphalt Concrete for Major Resurfacing and Rehabilitation of Runways and Taxiways." In 2013 Airfield & Highway Pavement Conference. Reston, VA: American Society of Civil Engineers, 2013. http://dx.doi.org/10.1061/9780784413005.004.

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