نتایج جستجو برای: rubber modified bitumen
تعداد نتایج: 268721 فیلتر نتایج به سال:
High modulus bitumens modified by polystyrene-block-polybutadiene-block-polystyrene (SBS) with different molecular structure were investigated on dynamic shear rheometer and fluorescence microscopy to evaluate viscoelastic properties and morphology of binders. The results shows that storage modulus (G’) is obviously less than loss modulus (G”), which means viscous behaviour of bitumen is domina...
The ageing of asphalt mixes, together with their exposure to low temperatures, causes a progressive increase of cracking. In this paper, the effect of ageing and temperature on the fatigue of asphalt concretes made with two types of binders, conventional (50/70) and polymer modified bitumen (PMB), is studied. For this purpose, specimens previously subjected to an accelerated laboratory ageing p...
blown bitumen (110/10) was mixed with heavy vacuum slops (h.v.s), 60/70 penetration grade bitumen and recycled isotactic polypropylene (ipp) at different levels. the resulting resins were used to impregnate non-woven poly(ethylene terephthalate) fibers to form composites. the modulus and penetration grade of the resulting bituminous resins were determined. it was found that these bituminous res...
Laboratory scale mechanical performances on six plant produced mixtures; three semi-dense surface courses and dense binder modified with engineered crumb rubber (ECR) using the dry process are presented. The two types of mixtures investigated fulfilled for most part, requirements Swiss and/or US standards regarding volumetric properties, water sensitivity rutting. In advanced testing where no e...
چکیده ندارد.
Reclaimed asphalt pavement (RAP) is gained from road reconstructions; however, its usage less optimised in Hungary and neighbouring regions, since on the project level proportion of RAP mixes only 10-15%. This than recommended other EU countries. The higher provides economic environmental advantages, decreasing need for new materials, transport cost, carbon footprint. composition resultant bitu...
The aim of this work was to evaluate the self-healing behaviors of bitumen using microcapsules containing rejuvenator by a modified fracture healing-refracture method through a repetitive tension test. Microcapsules had mean size values of 10, 20 and 30 μm with a same core/shell ratio of 1/1. Various microcapsules/bitumen samples were fabricated with microcapsule contents of 1.0, 3.0 and 5.0 wt...
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