In natural aggregates, the particle shape is dependent on the nature of the rock and crushing process which affect the properties of PAM. However, due to the lack of variation in the shape properties in the natural aggregates, the relationship between the packing structure of PAM and specific shape properties is not well established. Therefore, the project aims to study the relationship between the packing structure of PAM and aggregate shape properties (sphericity) by introducing artificially-designed metal aggregates of various shapes such as sphere, cube and cylinder. As a preliminary study, five aggregate gradations (Gradation A, B, C, D and E) with different specifications were analysed to identify the recommended PAM gradation. The...
Porous asphalt is a flexible pavement layer with high percent of interconnected air void and constru...
This study investigated the effects of aggregate gradation on the performance of porous asphalt mixt...
The Superpave system adopted the voids in mineral aggregate (VMA) criteria developed by McLeod using...
The shape and surface texture of the aggregates have a significant impact on the performance and dur...
Aggregate shape properties can greatly influence the overall performance of asphalt mixtures. In thi...
The main research objectives are to have better understanding on the packing structure of porous asp...
Porous asphalt (PA) is predominantly made up of coarse aggregates. The coarse aggregate is instrumen...
Natural aggregates such as gravel are used in many construction applications for which porous struct...
Porous asphalt is a flexible pavement layer with high percent of interconnected air void and constru...
Porous asphalt is a flexible pavement layer with highly interconnected air voids constructed using a...
The Jurong Rock Cavern project has resulted in the excavation of nearly 4 million m³ of sedimentary ...
The opening of Jurong Rock Caverns produced a large amount of excavated sedimentary rock aggregates ...
The objective of this project is to investigate the feasibility of altering the gradation of granite...
The aggregate shape properties produced from the different crushing techniques influence the perform...
The design life of porous asphalt is shorter than dense mix as a consequence of permeability loss du...
Porous asphalt is a flexible pavement layer with high percent of interconnected air void and constru...
This study investigated the effects of aggregate gradation on the performance of porous asphalt mixt...
The Superpave system adopted the voids in mineral aggregate (VMA) criteria developed by McLeod using...
The shape and surface texture of the aggregates have a significant impact on the performance and dur...
Aggregate shape properties can greatly influence the overall performance of asphalt mixtures. In thi...
The main research objectives are to have better understanding on the packing structure of porous asp...
Porous asphalt (PA) is predominantly made up of coarse aggregates. The coarse aggregate is instrumen...
Natural aggregates such as gravel are used in many construction applications for which porous struct...
Porous asphalt is a flexible pavement layer with high percent of interconnected air void and constru...
Porous asphalt is a flexible pavement layer with highly interconnected air voids constructed using a...
The Jurong Rock Cavern project has resulted in the excavation of nearly 4 million m³ of sedimentary ...
The opening of Jurong Rock Caverns produced a large amount of excavated sedimentary rock aggregates ...
The objective of this project is to investigate the feasibility of altering the gradation of granite...
The aggregate shape properties produced from the different crushing techniques influence the perform...
The design life of porous asphalt is shorter than dense mix as a consequence of permeability loss du...
Porous asphalt is a flexible pavement layer with high percent of interconnected air void and constru...
This study investigated the effects of aggregate gradation on the performance of porous asphalt mixt...
The Superpave system adopted the voids in mineral aggregate (VMA) criteria developed by McLeod using...