Tejash Gandhi, Ph.D.

Affiliations: 
2008 Civil Engineering Clemson University, Clemson, SC, United States 
Area:
Civil Engineering
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"Tejash Gandhi"

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Serji Amirkhanian grad student 2008 Clemson University
 (Effects of warm asphalt additives on asphalt binder and mixture properties.)
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Publications

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Gandhi T, Wurst T, Rice C, et al. (2014) Laboratory and field compaction of warm rubberized mixes Construction and Building Materials
Gandhi T, Crews E. (2014) AAPT/ISAP international forum: Adoption of warm-mix asphalt (WMA) in India Asphalt Paving Technology: Association of Asphalt Paving Technologists-Proceedings of the Technical Sessions. 83: 717-731
Crews E, Newton D, Gandhi T, et al. (2012) Prediction of stiffness of asphalt treated with surfactant-based warm-mix additive Transportation Research Record. 89-95
Xiao F, Zhao W, Gandhi T, et al. (2012) Laboratory investigation of moisture susceptibility of long-term saturated warm mix asphalt mixtures International Journal of Pavement Engineering. 13: 401-414
Akisetty C, Xiao F, Gandhi T, et al. (2011) Estimating correlations between rheological and engineering properties of rubberized asphalt concrete mixtures containing warm mix asphalt additive Construction and Building Materials. 25: 950-956
Gandhi T, Akisetty C, Amirkhanian S. (2010) A comparison of warm asphalt binder aging with laboratory aging procedures Journal of Testing and Evaluation. 38
Akisetty CK, Gandhi T, Lee SJ, et al. (2010) Analysis of rheological properties of rubberized binders containing warm asphalt additives Canadian Journal of Civil Engineering. 37: 763-771
Gandhi T, Rogers W, Amirkhanian S. (2010) Laboratory evaluation of warm mix asphalt ageing characteristics International Journal of Pavement Engineering. 11: 133-142
Xiao F, Zhao W, Gandhi T, et al. (2010) Influence of antistripping additives on moisture susceptibility of warm mix asphalt mixtures Journal of Materials in Civil Engineering. 22: 1047-1055
Gandhi T, Akisetty C, Amirkhanian S. (2009) Laboratory evaluation of warm asphalt binder aging characteristics International Journal of Pavement Engineering. 10: 353-359
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