<p>U disertaciji su prikazani rezultati sopstvenog eksperimentalnog<br />istraživanja sulfatne otpornosti betona sa recikliranim agregatom.<br />Istraživanje je zasnovano na komparativnoj analizi dve grupe betona koje<br />se razlikuju u krupnom agregatu, a u okviru kojih su varirani dve vrste<br />cementa i dva vodocementna faktora. Sulfatna otpornost je proveravana<br />nakon 3 i 6 meseci boravka u 5% Na2SO4 i u 5% MgSO4. Na očvrslom betonu<br />ispitivani su kapilarno upijanje vode, promena dužine uzoraka, čvrstoća<br />pri pritisku i urađene su mikrostrukturne analize: MIP, SEM, BSE/EDS,<br />XRD i FTIR. Istaknuto je da se primenom krupnog agregata od recikliranog<br />betona i veziva odgovarajućeg mineraloškog sastava mogu dobiti<br />konstrukcijski betoni, odnosno betoni sa zadovoljavajućim mehaničkim<br />karakteristikama, ali i sa zadovoljavajućom trajnošću sa aspekta<br />sulfatne korozije.</p> / <p>This paper presents the experimental research results of the sulphate resistance of<br />concrete with recycled aggregate. The research is based on a comparative analysis of<br />two groups of concrete that differ in coarse aggregate types. Within these two concrete<br />groups, two types of cement of the same class and two water/cement ratios have been<br />varied. Sulphate resistance was examined after 3 and 6 months of immersion in 5%<br />Na2SO4 and 5% MgSO4. Capillary water absorption, sample length change and<br />compressive strength were studied in hardened concrete and the following<br />microstructural analyzes were performed: MIP, SEM, BSE/EDS, XRD and FTIR. It has<br />been found that structural concrete with apppropriate mechanical properties as well as<br />with satisfactory durability from the aspect of sulphate corrosion can be obtained by<br />combination of a coarse recycled concrete aggregate and a binder of an appropriate<br />mineralogical composition.</p>

<p>U disertaciji su prikazani rezultati sopstvenog eksperimentalnog istraživanja mogućnosti primjene biopepela, nastalog sagorjevanjem žetvenih ostataka, kao mineralnog dodatka u cementnim kompozitima: malterima i betonima. Istraživanje je zasnovano na komparativnoj analizi 27 vrsta maltera u kojima je varirana vrsta biopepela i vrsta sitnozrnog agregata i 12 vrsta betona koje se razlikuju u vrsti veziva i u krupnom agregatu. Na očvrslom malteru su ispitani: konzistencija, čvrstoća pri pritisku i kapilarno upijanje vode, a na očvrslom betonu ispitivani su kapilarno upijanje vode, skupljanje pri sušenju, čvrstoća pri pritisku, dinamički modul elastičnosti, otpornost na habanje, vodonepropustljivost i čvrstoća na savijanje. Istaknuto je da se primjenom biopepela kao zamjene dijela cementa mogu dobiti konstrukcijski malteri i betoni, odnosno betoni sa zadovoljavajućim fizičkim i mehaničkim karakteristikama.</p> / <p>The dissertation presents the results of an own experimental research on the possibility of using biomass ash as a mineral additive in cement composites: mortar and concrete. The research is based on a comparative analysis of 27 types of mortars in which the type of biomass ash and the type of fine-grained aggregate were varied, as well as 12 types of concrete that differ in the type of binder and coarse aggregate. Following properties were tested on hardened mortars: consistency, compressive strength and capillary water absorption, and on hardened concrete: capillary water absorption, drying shrinkage, compressive strength, dinamic modulus of elasticity, wear resistance, waterpermeability and flexural strength. It was pointed out that biomass ash can be used as a replacement of a part of cement, thereby obtaining satisfactory physical and mechanical characteristics.</p>