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Wyszukujesz frazę "Chomicz-Kowalska, Anna" wg kryterium: Autor


Wyświetlanie 1-3 z 3
Tytuł:
Effects of zeolites and hydrated lime on volumetrics and moisture resistance of foamed warm mix asphalt concrete
Autorzy:
Chomicz-Kowalska, Anna
Maciejewski, Krzysztof
Iwański, Mateusz Marek
Janus, Karolina
Powiązania:
https://bibliotekanauki.pl/articles/2173599.pdf
Data publikacji:
2021
Wydawca:
Polska Akademia Nauk. Czytelnia Czasopism PAN
Tematy:
WMA
foamed bitumen
zeolite
hydrated lime
bitum spieniony
zeolit
wapno hydratyzowane
Opis:
The paper concerns the utilization of hydrated lime and zeolites as additives in warm mix asphalt produced with foamed bitumen. The mentioned additives were added to the mixtures in exchange for specific quantities of mineral filler, which amounted to 0.4% and 1.2% of hydrated lime or 0.4% of water-modified and 1.0% of air-dry zeolites in mineral mix. The study investigated warm-produced mixtures with 4.5% and 4.8% binder content and production and compaction temperatures set at 120⁰C and 100⁰C respectively. Additionally, reference hot and warm mixtures were evaluated. The testing included: air void content, indirect tensile strength in dry state and after one freeze-thaw cycle as well as the resulting resistance to moisture and frost damage index. The mixtures incorporating hydrated lime and lower bitumen content of 4.5% exhibited increased air voids and mostly unchanged mechanical performance when compared to the reference warm mix. Increased bitumen content has resulted in significantly improved performance in moisture resistance and compactability which could be compared to that of the reference hot-produced mixture. On the other hand, the incorporation of zeolites in the foamed bitumen mixtures resulted in all cases in increased air void content in the samples. This has apparently led to decreased indirect tensile strength, in both the dry state and after the freeze-thaw cycle. Based on the results it was concluded that the production temperature of the zeolite-bearing mixtures was too low for the zeolite water to significantly improve the mix’ workability and therefore positively affect its mechanical parameters.
Źródło:
Bulletin of the Polish Academy of Sciences. Technical Sciences; 2021, 69, 2; art. no. e136731
0239-7528
Pojawia się w:
Bulletin of the Polish Academy of Sciences. Technical Sciences
Dostawca treści:
Biblioteka Nauki
Artykuł
Tytuł:
Effects of zeolites and hydrated lime on volumetrics and moisture resistance of foamed warm mix asphalt concrete
Autorzy:
Chomicz-Kowalska, Anna
Maciejewski, Krzysztof
Iwański, Mateusz Marek
Janus, Karolina
Powiązania:
https://bibliotekanauki.pl/articles/2090731.pdf
Data publikacji:
2021
Wydawca:
Polska Akademia Nauk. Czytelnia Czasopism PAN
Tematy:
WMA
foamed bitumen
zeolite
hydrated lime
bitum spieniony
zeolit
wapno hydratyzowane
Opis:
The paper concerns the utilization of hydrated lime and zeolites as additives in warm mix asphalt produced with foamed bitumen. The mentioned additives were added to the mixtures in exchange for specific quantities of mineral filler, which amounted to 0.4% and 1.2% of hydrated lime or 0.4% of water-modified and 1.0% of air-dry zeolites in mineral mix. The study investigated warm-produced mixtures with 4.5% and 4.8% binder content and production and compaction temperatures set at 120⁰C and 100⁰C respectively. Additionally, reference hot and warm mixtures were evaluated. The testing included: air void content, indirect tensile strength in dry state and after one freeze-thaw cycle as well as the resulting resistance to moisture and frost damage index. The mixtures incorporating hydrated lime and lower bitumen content of 4.5% exhibited increased air voids and mostly unchanged mechanical performance when compared to the reference warm mix. Increased bitumen content has resulted in significantly improved performance in moisture resistance and compactability which could be compared to that of the reference hot-produced mixture. On the other hand, the incorporation of zeolites in the foamed bitumen mixtures resulted in all cases in increased air void content in the samples. This has apparently led to decreased indirect tensile strength, in both the dry state and after the freeze-thaw cycle. Based on the results it was concluded that the production temperature of the zeolite-bearing mixtures was too low for the zeolite water to significantly improve the mix’ workability and therefore positively affect its mechanical parameters.
Źródło:
Bulletin of the Polish Academy of Sciences. Technical Sciences; 2021, 69, 2; e136731, 1--9
0239-7528
Pojawia się w:
Bulletin of the Polish Academy of Sciences. Technical Sciences
Dostawca treści:
Biblioteka Nauki
Artykuł
Tytuł:
The effect of WMA additive on basic properties of 35/50 and 50/70 foamed road bitumen
Wpływ dodatku WMA na podstawowe właściwości spienionych asfaltów drogowych 35/50 i 50/70
Autorzy:
Chomicz-Kowalska, Anna
Bartos, Joanna
Maciejewski, Krzysztof
Remisova, Eva
Komacka, Jozef
Holy, Michal
Powiązania:
https://bibliotekanauki.pl/articles/402527.pdf
Data publikacji:
2019
Wydawca:
Politechnika Świętokrzyska w Kielcach. Wydawnictwo PŚw
Tematy:
foamed bitumen
WMA
Warm Mix Asphalt
FWC
Foaming Water Content
asfalt spieniony
Opis:
The need to use asphalt additives along with the reduction in the temperatures of asphalt mixes results mainly from the need to ensure the durability of asphalt pavements. The use of foamed asphalt for warm mix asphalt (WMA) enables reducing the temperatures of asphalt mixes by approx. 30-40°C in relation to traditional hot mix asphalt. The article presents an analysis of the impact of a liquid chemical additive that is currently used in the WMA technology on changes in foamed asphalt properties. The assessment embraced the basic features of bitumens and the parameters of the asphalt foam manufactured based on them. The base bitumen used in the testing included road asphalt 35/50 and 50/70, whereas the modification of their properties was carried out using the WMA additive content of 0.3% to 0.6% in relation to the asphalt mass. The asphalt foam parameters were measured after foaming at 155°C and with the foaming water content (FWC) of 1.5% to 3.5% with increments of 1.0%.
Potrzeba stosowania dodatków do asfaltu wraz z obniżaniem temperatur technologicznych mieszanek mineralno-asfaltowych wynika głównie z konieczności zapewnienia trwałości nawierzchni asfaltowej. Stosowanie asfaltu spienionego do technologii na ciepło (WMA) umożliwia obniżenie temperatur mieszanek mineralno-asfaltowych o około 30-40ºC względem tradycyjnej technologii na gorąco. W artykule przedstawiono analizę wpływu dodatku chemicznego w postaci płynnej, który stosowany jest obecnie do technologii WMA, na zmiany właściwości asfaltów spienionych. Ocenie poddano podstawowe cechy lepiszczy oraz parametry wyprodukowanej na ich bazie piany asfaltowej. W badaniach jako bazowe lepiszcze zastosowano asfalty drogowe 35/50 oraz 50/70, natomiast do modyfikacji ich właściwości zastosowano dodatek WMA w ilości od 0,3% do 0,6% w stosunku do masy asfaltu. Pomiar parametrów piany asfaltowej przeprowadzono przy temperaturze wyjściowej asfaltu (przed spienieniem) wynoszącej 155ºC oraz przy zawartości wody spieniającej (FWC - Foaming Water Content) w zakresie od 1,5% do 3,5% ze wzrostem co 1,0%.
Źródło:
Structure and Environment; 2019, 11, 2; 126-138
2081-1500
Pojawia się w:
Structure and Environment
Dostawca treści:
Biblioteka Nauki
Artykuł
    Wyświetlanie 1-3 z 3

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