Effect of Spatial Variability of Cement-Treated Soil on the Roughness of Airport Pavement

Author:

Sun Zhaohua,Tan Wanxia,Wu Tianyue

Funder

State Key Lab of Subtropical Building Science, South China University of Technology

Science and Technology Project of the Social and Livelihood of Nantong

Science and Technology Project of the Ministry of Housing and Urban-Rural Development of China

National Natural Science Foundation of China

Publisher

Springer Science and Business Media LLC

Subject

Mechanics of Materials,Civil and Structural Engineering

Reference29 articles.

1. AC 150/5380-9. (2009). Guidelines and procedures for measuring airfield pavement roughness. Federal Aviation Administration, US Department of Transportation.

2. Woods, J., & Papagiannakis, A. T. (2009). Suitability of runway pavement roughness indices in capturing aircraft response. In Transportation Research Board 88th Annual Meeting, Washington DC, USA, 2009.

3. Cardoso, S. H., & City, A. (2007). Talara airport runway rehabilitation optimization based on aircraft-pavement interaction. In 2007 FAA Worldwide Airport Technology Transfer Conf., Atlantic City, NJ, USA, 2007.

4. Song, I., Larkin, A., & Augustyn, S. (2014). Profile data comparisons for airfield runway pavements. In 2014 FAA Worldwide Airport Technology Transfer Conf., Galloway New Jersey, USA, 2014

5. Emery, S., Hefer, A., & Horak, E. (2015). Roughness of runways and significance of appropriate specifications and measurement. In Proc. 11th Conf. on Asphalt Pavements for Southern Africa: CAPSA15, Sun City, South Africa, 2015.

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