EVALUATION OF STONE-ON-STONE CONTACT IN STONE-MATRIX ASPHALT
作者： Rajib Basu Mallick , E. R. Brown
DOI:
关键词: SMA* 、 Aggregate (composite) 、 Composite material 、 Porosity 、 Void (astronomy) 、 Rut 、 Voids in mineral aggregate 、 Asphalt 、 Materials science 、 Particle-size distribution 、 Forensic engineering
摘要: The presence of stone-on-stone contact and a relatively low percentage fine aggregate are two characteristics stone-matrix asphalt (SMA). Although it is known that the stone skeleton in SMA primarily responsible for its high rutting resistance, method to quantitatively determine has not been used United States. A simple laboratory was developed with conventional hot-mix parameters such as voids mineral aggregate, coarse dry-rodded weight aggregate. Tests were conducted evaluate effect percent passing 4.75-mm sieve on susceptibility mix stability change void content. It observed mixes less sensitive air contents. Mixtures (No. 4) (30 or less) tended have contact.
参考文章(3)
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