2011
DOI: 10.5276/jswtm.2011.55
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Evaluation of Fatigue and Rutting Performance of Sewage Sludge Ash (SSA) in Asphalt Concrete

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Cited by 7 publications
(3 citation statements)
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“…Shirodkar et al (2013) investigated the addition of ash to a hot asphalt mixture as a mineral filler and/or as a crustaceous substrate in a small-scale mixture. The results showed that resistance to asbestos baking and asbestos, covering between 0% and 2% of the ash, has been comparable to conventional asphalt [31]. The Tenza-Abril research (2014) also analyzed the preservation of bituminous mixtures fed with ash taken from peasant settlements as a mineral filler.…”
Section: Review Of the Literature On The Subjectmentioning
confidence: 99%
See 1 more Smart Citation
“…Shirodkar et al (2013) investigated the addition of ash to a hot asphalt mixture as a mineral filler and/or as a crustaceous substrate in a small-scale mixture. The results showed that resistance to asbestos baking and asbestos, covering between 0% and 2% of the ash, has been comparable to conventional asphalt [31]. The Tenza-Abril research (2014) also analyzed the preservation of bituminous mixtures fed with ash taken from peasant settlements as a mineral filler.…”
Section: Review Of the Literature On The Subjectmentioning
confidence: 99%
“…Combustion ashes show pozzolanic activity after a longer period, which makes them eligible for active mineral additives. The maximum exchange of the binder-cement to ash-is 5-20% [11,21,24,31,60]. The use of SSA ashes with a high CaO content, while maintaining the appropriate W/C ratio (0.5), means obtaining mortars and concretes with mechanical properties similar to the reference samples [70].…”
Section: Compressive Strengthmentioning
confidence: 99%
“…Badania przeprowadzone przez Shirodkara i wsp. [5] potwierdziły korzystny wpływ popiołów ze spalania osadów ściekowych na poprawę odporności na pękanie oraz obciążenia pionowe asfaltu. Inne rezultaty badań wykazały, że mieszanka asfaltowa zawierająca w swoim składzie do 2% popiołu charakteryzuje się zbliżoną wytrzymałością do nawierzchni niemodyfikowanej [6].…”
Section: Recykling Odpadów W Budownictwie Drogowymunclassified