Tavakol, M., Kulesza, S., Jones, C., Wu, X., & Hossain, M. (2024). Evaluation of Low-Quality Recycled Concrete Pavement Aggregates for Subgrade Soil Stabilization [Technical Summary] (Report No. K-TRAN: KSU-16-2 P2). Kansas. Department of Transportation. https://rosap.ntl.bts.gov/view/dot/76517
Tavakol, Massoumeh, Stacey Kulesza, Christopher Jones, Xingdong Wu, and Mustaque Hossain. Evaluation of Low-Quality Recycled Concrete Pavement Aggregates for Subgrade Soil Stabilization [Technical Summary]. Report no. K-TRAN: KSU-16-2 P2. Kansas. Department of Transportation, 2024. https://rosap.ntl.bts.gov/view/dot/76517.
Tavakol, Massoumeh, et al. Evaluation of Low-Quality Recycled Concrete Pavement Aggregates for Subgrade Soil Stabilization [Technical Summary]. Kansas. Department of Transportation, 2024, Report no. K-TRAN: KSU-16-2 P2, ROSA P. https://rosap.ntl.bts.gov/view/dot/76517.
The primary objective of this study was to investigate the suitability of D-cracked RCA for subgrade stabilization for hot-mix asphalt (HMA) pavements. This research also evaluated the strength, stiffness, and shrinkage potential of clay subgrade beneath HMA pavements stabilized using D-cracked RCA and various stabilizers. The selected stabilizers were lime, Class C fly ash, and a combination of portland cement and Class C fly ash. Potential soil improvement was assessed via compaction, unconfined compressive strength (UCS), California Bearing Ratio (CBR), and linear shrinkage tests. In addition, this study used scanning electron microscopy (SEM) and energy dispersive X-ray (EDX) analysis to investigate the RCA-clay interaction to identify the effects of RCA on the microstructure of stabilized mixtures. Finally, this research sought to predict the long-term performance of stabilized mixtures using the AASHTOWare Pavement ME Design software and assess the potential cost savings of using RCA via life-cycle cost analysis (LCCA).
The Kansas Department of Transportation (KDOT) has begun to explore the incorporation of recycled concrete aggregates (RCAs) into portland cement-trea
...
This research was divided into two studies. The first study focused on D-cracked recycled concrete aggregate (RCA) portland cement-treated base. RCA w
...
Tavakol, M., Kulesza, S., Jones, C., Wu, X., & Hossain, M. (2024). Evaluation of Low-Quality Recycled Concrete Pavement Aggregates for Subgrade Soil Stabilization [Technical Summary] (Report No. K-TRAN: KSU-16-2 P2). Kansas. Department of Transportation. https://rosap.ntl.bts.gov/view/dot/76517
Tavakol, Massoumeh, Stacey Kulesza, Christopher Jones, Xingdong Wu, and Mustaque Hossain. Evaluation of Low-Quality Recycled Concrete Pavement Aggregates for Subgrade Soil Stabilization [Technical Summary]. Report no. K-TRAN: KSU-16-2 P2. Kansas. Department of Transportation, 2024. https://rosap.ntl.bts.gov/view/dot/76517.
Tavakol, Massoumeh, et al. Evaluation of Low-Quality Recycled Concrete Pavement Aggregates for Subgrade Soil Stabilization [Technical Summary]. Kansas. Department of Transportation, 2024, Report no. K-TRAN: KSU-16-2 P2, ROSA P. https://rosap.ntl.bts.gov/view/dot/76517.
ROSA P serves as an archival repository of USDOT-published products including scientific
findings, journal articles, guidelines, recommendations, or other information authored or co-authored by
USDOT or funded partners. As a repository, ROSA P retains documents in their original published format to
ensure public access to scientific information.
Links with this icon indicate that you are leaving a Bureau of Transportation
Statistics (BTS)/National Transportation Library (NTL)
Web-based service.
Thank you for visiting.
You are about to access a non-government link outside of
the U.S. Department of Transportation's National
Transportation Library.
Please note: While links to Web sites outside of DOT are
offered for your convenience, when you exit DOT Web sites,
Federal privacy policy and Section 508 of the Rehabilitation
Act (accessibility requirements) no longer apply. In
addition, DOT does not attest to the accuracy, relevance,
timeliness or completeness of information provided by linked
sites. Linking to a Web site does not constitute an
endorsement by DOT of the sponsors of the site or the
products presented on the site. For more information, please
view DOT's Web site linking policy.
To get back to the page you were previously viewing, click
your Cancel button.