Citations (17)
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E. Sengun, S. Kim & H. Ceylan. (2023) A comparative study on structural design of plain and roller-compacted concrete for heavy-duty pavements. Road Materials and Pavement Design 0:0, pages 1-31.
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Ali Amani, Abbas Babazadeh, Ali Sabohanian & Amirhossein Khalilianpoor. (2021) Mechanical properties of concrete pavements containing combinations of waste marble and granite powders. International Journal of Pavement Engineering 22:12, pages 1531-1540.
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Samuel Ribeiro Matias & Patrícia Afonso Ferreira. (2020) Railway slab track systems: review and research potentials. Structure and Infrastructure Engineering 16:12, pages 1635-1653.
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Asmus Skar, Peter Noe Poulsen & John Forbes Olesen. (2019) Cohesive cracked-hinge model for simulation of fracture in one-way slabs on grade. International Journal of Pavement Engineering 20:3, pages 298-312.
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John Nicholas Karadelis & Yougui Lin. (2017) Strain energy release rate at interface of concrete overlaid pavements. International Journal of Pavement Engineering 18:12, pages 1060-1069.
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Ricardo Salsilli, Carlos Wahr, Rodrigo Delgadillo, José Huerta & Paulina Sepúlveda. (2015) Field performance of concrete pavements with short slabs and design procedure calibrated for Chilean conditions. International Journal of Pavement Engineering 16:4, pages 363-379.
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Articles from other publishers (11)
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Tulika Bose & Eyal Levenberg. (2020) A Priori Determination of Track Modulus Based on Elastic Solutions. KSCE Journal of Civil Engineering 24:10, pages 2939-2948.
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Asmus Skar, Assaf Klar & Eyal Levenberg. (2019) Load-Independent Characterization of Plate Foundation Support Using High-Resolution Distributed Fiber-Optic Sensing. Sensors 19:16, pages 3518.
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C.-M. Kuo, C.-R. Fu & K.-Y. Chen. (2011) Effects of Pavement Roughness on Rigid Pavement Stress. Journal of Mechanics 27:1, pages 1-8.
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Francisco EvangelistaJr.Jr. & Jeffery Roesler. (2009) Top-Down Cracking Predictions for Airfield Rigid Pavements. Transportation Research Record: Journal of the Transportation Research Board 2095:1, pages 13-23.
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