Influence of Sustainable Grout Material on the Moisture Damage of Semi-flexible Pavement

• Published in: Periodica polytechnica. Civil engineering. Bauingenieurwesen Vol. 68; no. 3; pp. 961 - 973
• Main Authors: Al-Nawasir, Rania, Al-Humeidawi, Basim, Shubbar, Ali
• Format: Journal Article
• Language: English
• Published: Budapest Periodica Polytechnica, Budapest University of Technology and Economics 01.07.2024
• Subjects: Asphalt; Bituminous cements; Cement; Ceramic powders; Concrete; Courtship; Flexible pavements; Fluidity; Grout; Mating behavior; Microstructure; Moisture; Moisture effects; Porous pavements; Resilience; Sustainability; Tensile strength; Voids
• ISSN: 0553-6626; 1587-3773
• DOI: 10.3311/PPci.23373

Semi-flexible pavement (SFP), also known as grouted pavement, is a type of pavement structure consisting of a porous asphalt skeleton with air voids between 25 and 35% injected with cementitious grout materials. The special skeleton of SFP provided enhanced durability and resilience, making it a promising option for the construction of road surfaces in high-traffic areas and severe conditions. The main aim of the current research is to investigate the rutting behavior and moisture resilience of SFP-containing sustainable grout using ceramic waste powder (CWP). This research introduced the use of CWP as a replacement for conventional grout (cement) in SFP for the first time. CWP partially replaced cement at ratios of 15, 20, 30, 40, and 50% of the cement weight. Indirect Tensile Strength (ITS) and Hamburg Wheel Tracking Tests (HWTT) were used to evaluate the performance of SFP to reduce the detrimental effect of moisture. The grout modified with CWP shows excellent results in the ITS and Tensile Strength Ratio (TSR), and all modified SFP mixtures give higher values in these tests compared with Control Mix (CM). In the HWTT, the minimum rut depth of the modified SFP was 2.8 mm and 3.10 mm. Compared to CM, rutting decreased by 73%–76% for CWP mixes with 20% and 30% replacement. This indicates the high fluidity of CWP, which enabled it to penetrate all voids in the porous pavement (PA) and form a dense microstructure due to its excellent pozzolanic interaction, making it a strong structure capable of bearing rutting.