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International Journal of Pavement Engineering Volume 7, 2006 - Issue 3
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Original Articles

Severity effects of dual-tandem and dual-tridem repeated heavier aircraft gear loading on pavement rutting performance

Kasthurirangan Gopalakrishnan Iowa State University, Department of Civil & Environmental Engineering, 498 Town Engineering Building, Ames, IA, 50011-3232, USACorrespondence[email protected]
&
Marshall R. Thompson University of Illinois at Urbana-Champaign, Department of Civil & Environmental Engineering, 205 North Mathews Avenue, Urbana, IL, 61801-2352, USAView further author information
Pages 179-190 | Received 03 Oct 2005, Accepted 07 Mar 2006, Published online: 31 Jan 2007

Citations (14)

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Read on this site (4)

Kasthurirangan Gopalakrishnan. (2012) Instantaneous pavement condition evaluation using non-destructive neuro-evolutionary approach. Structure and Infrastructure Engineering 8:9, pages 857-872.
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Kasthurirangan Gopalakrishnan, Halil Ceylan & Alper Guclu. (2009) Airfield pavement deterioration assessment using stress-dependent neural network models. Structure and Infrastructure Engineering 5:6, pages 487-496.
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Kasthurirangan Gopalakrishnan. (2008) Predicting capacities of runways serving new large aircraft. Transport 23:1, pages 44-50.
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Kasthurirangan Gopalakrishnan & Marshall R. Thompson. (2007) Rebound and residual in situ pavement displacements measured during NAPTF performance testing. International Journal of Pavement Engineering 8:3, pages 187-201.
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Articles from other publishers (10)

Peyman Babashamsi, Shabir Hussain Khahro, Hend Ali Omar, Sri Atmaja P. Rosyidi, Abdulnaser M Al-Sabaeei, Abdalrhman Milad, Munder Bilema, Muslich Hartadi Sutanto & Nur Izzi Md Yusoff. (2022) A Comparative Study of Probabilistic and Deterministic Methods for the Direct and Indirect Costs in Life-Cycle Cost Analysis for Airport Pavements. Sustainability 14:7, pages 3819.
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Jiuming Wan, Shaopeng Wu, Yue Xiao, Quantao Liu & Erik Schlangen. (2016) Characteristics of Ceramic Fiber Modified Asphalt Mortar. Materials 9:9, pages 788.
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Jaime A. HernandezImad L. Al-Qadi. (2018) Airfield Pavement Response Caused by Heavy Aircraft Takeoff. Transportation Research Record: Journal of the Transportation Research Board 2471:1, pages 40-47.
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Dominique M. Pittenger. 2014. Climate Change, Energy, Sustainability and Pavements. Climate Change, Energy, Sustainability and Pavements 353 371 .
Kasthurirangan Gopalakrishnan. (2010) Forensic investigation of failed airfield test pavements. KSCE Journal of Civil Engineering 14:3, pages 395-402.
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Kasthurirrangan Gopalakrishnan & Marshall R. Thompson. (2008) Effect of Granular Subbase Thickness on Airfield Pavement Structural Response. Journal of Materials in Civil Engineering 20:5, pages 331-342.
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K. Gopalakrishnan. (2007) Mechanistic-empirical evaluation of airfield test pavements. Proceedings of the Institution of Civil Engineers - Transport 160:4, pages 191-200.
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K. Gopalakrishnan & M. R. Thompson. (2007) Behaviour of airfield pavement subgrades under load test. Proceedings of the Institution of Civil Engineers - Transport 160:2, pages 79-87.
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M. R. Mitchell, R. E. Link, Kasthurirangan Gopalakrishnan, Franco Gomez-Ramirez & Marshall R. Thompson. (2007) Pavement Deformation Characteristics under Repeated Aircraft Loading with Fixed Wander Sequence. Journal of Testing and Evaluation 35:4, pages 100580.
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K. Gopalakrishnan & M. R. Thompson. (2006) Pavement moduli variation under heavy aircraft trafficking. Proceedings of the Institution of Civil Engineers - Transport 159:3, pages 117-125.
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