Mukhopadhyay, A., & Shi, X. (2017). Guidelines and implementation recommendations (Report No. TTI: 0-6855). Texas A&M Transportation Institute. https://rosap.ntl.bts.gov/view/dot/32375
Mukhopadhyay, Anol and Xijun Shi. Guidelines and implementation recommendations. Report no. TTI: 0-6855. Texas A&M Transportation Institute, 2017. https://rosap.ntl.bts.gov/view/dot/32375.
Mukhopadhyay, Anol, and Xijun Shi Guidelines and implementation recommendations. Texas A&M Transportation Institute, 2017, Report no. TTI: 0-6855, ROSA P. https://rosap.ntl.bts.gov/view/dot/32375.
Details
Alternative Title:
Project title: validation of RAP and/or RAS in hydraulic cement concrete
Based on findings from the literature review, laboratory tests, and pavement performance
;
simulations, researchers concluded that the use of reclaimed asphalt pavement (RAP) in Portland
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cement concrete (PCC) is largely feasible for the pavement application. Despite the fact that
;
RAP-PCC yielded reduced mechanical properties (especially different strengths), a proper
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utilization of optimized aggregate gradation benefits from using RAP and the use of RAP-PCC
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as a bottom lift in a two-lift pavement construction can compensate the strength reduction and
;
allow more RAP in the mixture. An even higher amount of aggregates (both coarse and fine) can
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be replaced to make full use of RAP to make low strength PCC for the other applications such as
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curbs, gutters, sidewalks, etc. Considering the factors related to strength, materials, construction, and performance, researchers developed the following guidelines.
Mukhopadhyay, A., & Shi, X. (2017). Guidelines and implementation recommendations (Report No. TTI: 0-6855). Texas A&M Transportation Institute. https://rosap.ntl.bts.gov/view/dot/32375
Mukhopadhyay, Anol and Xijun Shi. Guidelines and implementation recommendations. Report no. TTI: 0-6855. Texas A&M Transportation Institute, 2017. https://rosap.ntl.bts.gov/view/dot/32375.
Mukhopadhyay, Anol, and Xijun Shi Guidelines and implementation recommendations. Texas A&M Transportation Institute, 2017, Report no. TTI: 0-6855, ROSA P. https://rosap.ntl.bts.gov/view/dot/32375.
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