摘要(英) |
In virtue of nature resources has been downwardly drain away, in order to prevent our ecological system and meanwhile to ensure the sustainable development of humanity. For the future, the materials use in pavement engineering should become more ecological and become friendly for our environment.
Nowadays, the exploration of sandstones resources in our country has become complicated problem to be solved, reuse of BOF Steel Slag to displace a natural resource like aggregate on pavement engineering will be a good solution in order reducing waste industry product. Reusing BOF Steel Slag on Dense graded asphalt course (DGAC) is a good solution but the purpose of this research was to investigate the influence of BOF Steel Slag on Porous Asphalt (PA) and Stone Mastic Asphalt (SMA) Mix Design.
The benefit using BOF Steel Slag on Perpetual Pavement that has been developed in United States and Europe recently, will effectively increasing Rutting and Skid Resistance of Pavement, reducing the amount of asphalt that used on Mix Design that will reduce the overall construction cost.
The model of Mix Design that general used in Taiwan is Marshall Method of Mix Design, using this method on Porous Asphalt will effect on the reducing the Density and Voids of samples during the compaction movement. The main reason that caused the Density and Voids of the samples reduced because of during the compaction movement will cause Gap Aggregate Gradation.
By the result of the research, when using Marshall Method of Mix Design on Porous Asphalt it should be consider about Gap Aggregate Gradation problem. |
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