TY - JOUR
T1 - Durability Aspects of Chemically Stabilized Quarry By-Product Applications in Pavement Base and Subbase
AU - Qamhia, Issam I.A.
AU - Tutumluer, Erol
AU - Ozer, Hasan
AU - Boler, Huseyin
AU - Shoup, Heather
AU - Stolba, Andrew J.
N1 - Funding Information:
This publication is based on the results of ICT-R27-SP38 Durability Aspects of Stabilized Quarry By-product Pavement Applications. ICT-R27-SP38 was conducted in cooperation with the Illinois Center for Transportation; the Illinois Department of Transportation, Office of Program Development; and the U.S. Department of Transportation, Federal Highway Administration. The authors would like to acknowledge the members of IDOT Technical Review Panel (TRP) for their useful advice at different stages of this research. Special thanks go to Kurt Schmuck, Kyle Hanselman and Mohammed Altowayti from IDOT Central Bureau of Materials for their help with freeze?thaw and wet?dry durability testing. Thanks are also extended to Greg Renshaw, Marc Killion, Jamar Brown, and all the ICT students for their help at the Advanced Transportation Research and Engineering Laboratory (ATREL). The author(s) disclosed receipt of the following financial support for the research, authorship, and/or publication of this article: This work was supported by the Illinois Department of Transportation (Project number: ICT-R27-SP38).
Publisher Copyright:
© National Academy of Sciences: Transportation Research Board 2020.
PY - 2020/6
Y1 - 2020/6
N2 - Recent research conducted at the Illinois Center for Transportation evaluated sustainable applications of quarry by-products (QB) or QB blended with coarse recycled aggregates in chemically stabilized base and subbase layers in flexible pavements and proved that stabilized QB pavement applications show satisfactory pavement performance. This paper investigates the durability aspects of the evaluated QB applications, particularly in relation to freezing–thawing cycles during winter and wetting–drying conditions. Durability tests were conducted on samples extracted from field test sections previously evaluated with accelerated pavement testing (APT) as well as on new samples prepared in the laboratory with the same QB types and material combinations. Field-extracted samples were exposed to multiple cycles of freezing and thawing and wetting and drying throughout APT. Both sets of samples were evaluated by AASHTO T 135 and AASHTO T 136 for wet–dry and freeze–thaw durability, respectively. The results of durability testing indicated that cement-stabilized QB materials benefited from the long-term curing in the field, whereas fly ash-stabilized QB materials were less durable after exposure to multiple freeze–thaw and wet–dry cycles in the field. Field samples compacted at or near the maximum dry density (i.e., having higher relative densities) consistently showed better performance for durability. Further, durability samples made with QB materials from dolomitic aggregate sources, having higher magnesium oxide content in chemical composition, showed better field performances than those with limestone QB having high calcium oxide content. This was possibly linked to cementation observed in the dolomitic QB applications after being exposed to freeze–thaw cycles in three winters.
AB - Recent research conducted at the Illinois Center for Transportation evaluated sustainable applications of quarry by-products (QB) or QB blended with coarse recycled aggregates in chemically stabilized base and subbase layers in flexible pavements and proved that stabilized QB pavement applications show satisfactory pavement performance. This paper investigates the durability aspects of the evaluated QB applications, particularly in relation to freezing–thawing cycles during winter and wetting–drying conditions. Durability tests were conducted on samples extracted from field test sections previously evaluated with accelerated pavement testing (APT) as well as on new samples prepared in the laboratory with the same QB types and material combinations. Field-extracted samples were exposed to multiple cycles of freezing and thawing and wetting and drying throughout APT. Both sets of samples were evaluated by AASHTO T 135 and AASHTO T 136 for wet–dry and freeze–thaw durability, respectively. The results of durability testing indicated that cement-stabilized QB materials benefited from the long-term curing in the field, whereas fly ash-stabilized QB materials were less durable after exposure to multiple freeze–thaw and wet–dry cycles in the field. Field samples compacted at or near the maximum dry density (i.e., having higher relative densities) consistently showed better performance for durability. Further, durability samples made with QB materials from dolomitic aggregate sources, having higher magnesium oxide content in chemical composition, showed better field performances than those with limestone QB having high calcium oxide content. This was possibly linked to cementation observed in the dolomitic QB applications after being exposed to freeze–thaw cycles in three winters.
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U2 - 10.1177/0361198120919113
DO - 10.1177/0361198120919113
M3 - Article
AN - SCOPUS:85087727941
SN - 0361-1981
VL - 2674
SP - 339
EP - 350
JO - Transportation Research Record
JF - Transportation Research Record
IS - 6
ER -