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Tytuł:
“The thin delights of moonshine and romance”: Romance, Tourism, and Realism in Hawthorne’s <i>The Marble Faun</i>
Autorzy:
Martinez, Carlo
Powiązania:
https://bibliotekanauki.pl/articles/626172.pdf
Data publikacji:
2018
Wydawca:
Wydawnictwo Uniwersytetu Śląskiego
Tematy:
Nathaniel Hawthorne
Tourism
Italy
The Marble Faun
Romance
Realism
Opis:
Carlo MartinezUniversità “G. d’Annunzio” di Chieti-Pescara, Italy “The thin delights of moonshine and romance”: Romance, Tourism, and Realism in Hawthorne’s The Marble Faun Abstract: Hawthorne’s involvement with the logic of the tourism of his day is a key aspect of his development as a fiction writer. Starting from a discussion of the early sketch “My Visit to Niagara” the article argues that the discourse of tourism, with its protocols and practices, is for Hawthorne a fertile breeding ground and conceptual framework for the elaboration of a new rationale and a new aesthetic for the fiction writing he calls “romance.” It then explores how tourism resonates in the romance which takes it as its central thematic concern: The Marble Faun. Hawthorne’s last completed long work of fiction represents a moment of artistic and personal crisis for the author, who finds his notion of romance writing caught in a sort of double bind created by the touristic nature of his stay in Italy. As the plot of the novel suggests, in his efforts to extricate himself from the situation, Hawthorne, envisioned and experimented with a new kind of writing that led him to revise and alter radically the romance form he had previously elaborated in favor of a much more realistic style of fiction. Keywords: Nathaniel Hawthorne; Tourism; Italy; The Marble Faun; Romance; Realism
Źródło:
Review of International American Studies; 2018, 11, 2
1991-2773
Pojawia się w:
Review of International American Studies
Dostawca treści:
Biblioteka Nauki
Artykuł
Tytuł:
A combined hydrocyclone - electrocoagulation treatment for different types of industrial wastewater
Autorzy:
Farghaly, Mohamed G.
Attia, H.
Saleh, H. A.
Ramadan, A. M.
Abdel Khalek, M.A.
Powiązania:
https://bibliotekanauki.pl/articles/1448028.pdf
Data publikacji:
2021
Wydawca:
Politechnika Wrocławska. Oficyna Wydawnicza Politechniki Wrocławskiej
Tematy:
hydrocyclone
electrocoagulation
paper industry
iron industry
marble industry
granite industry
Opis:
Every year, a large amount of mineral processing wastewater is discharged from various industries into the environment which is considered a challenging task not only because of its large volume, but more importantly, its hazardous components, while its reuse as feedwater without proper treatments causes great harm to the final product of these industries. Cost-effective methods are required to treat a wide range of industrial wastewater in a diverse range of conditions. In this study, a combined hydrocyclone-electrocoagulation system is tried to treat the wastewater for industries with high water consumption and high pollutants such as paper industry, iron and metal forming industry, and marble industry. The effects of the hydrocyclone operational parameters, such as feed inlet pressure and diameter, vortex finder diameter, apex diameter, and feed solids content, were investigated. In the case, wastewater of paper industry, the following optimum conditions $(P = 4.5$ bar, $D_o = 15.8 mm, D_u = 6 mm, D_i = 4 mm and c_s = 2.3%)$ were achieved. An overflow of about 90.58% water recovery and 21.45% solid at 75.92% separation efficiency was obtained. The results showed that the hydrocycloneelectrocoagulation treatment has efficiently treated the three different types of industrial wastewater. The chemical oxygen demand (COD), biochemical oxygen demand (BOD), total solid (TS), total suspended solids (TSS), colour and turbidity, were reduced sharply and met the effluent discharge or reuse standards. Also, compared with the hydrocyclone-treated wastewater, the hydrocyloneelectrocoagulation-treated wastewater was found to be more enhanced.
Źródło:
Physicochemical Problems of Mineral Processing; 2021, 57, 2; 143-155
1643-1049
2084-4735
Pojawia się w:
Physicochemical Problems of Mineral Processing
Dostawca treści:
Biblioteka Nauki
Artykuł
Tytuł:
A comparative analysis of concrete strength using igneous, sedimentary and metamorphic rocks (crushed granite, limestone and marble stone) as coarse aggregate
Analiza porównawcza wytrzymałości betonu z kruszywem grubym w postaci skał magmowych, osadowych i metamorficznych (łamany granit, wapień i marmur)
Autorzy:
Tsado, T. Y.
Powiązania:
https://bibliotekanauki.pl/articles/2068364.pdf
Data publikacji:
2013
Wydawca:
Politechnika Częstochowska
Tematy:
beton
kruszywo grube
skała magmowa
granit
skała osadowa
wapień
skała metamorficzna
marmur
wytrzymałość betonu
wytrzymałość na ściskanie
właściwości fizyczne
analiza porównawcza
concrete
coarse aggregate
igneous rock
granite
sedimentary rock
limestone
metamorphic rock
marble
concrete strength
compressive strength
physical properties
comparative analysis
Opis:
This paper presents a comparative analysis of the effect of the physical properties of coarse aggregate (igneous rock - crushed granite stone; sedimentary rock - limestone and metamorphic rock - marble stone) on the compressive strength of Portland cement concrete and compare their characteristic strength. Tests such as sieve analysis, specific gravity, bulk density, void ratio, porosity, water absorption and aggregate impact value were carried out on aggregates to ascertain their physical properties as they affect the strength of concrete. The concrete strength comparison was confined to characteristic concrete strength of grade 20 and 30 N/mm² only. Two different mix proportions of 1:2:4 and 1:3:6, and water cement ratio of 0.5 and 0.6 for both mixes were used to cast concrete cubes which were hydrated for 7, 14, and 28-day periods respectively. The compressive strength tests conducted on the cast cubes was found to be within the stipulated value of concrete strength of 26.0 N/mm² for 28-day hydration period by British Standard specification. The 28-day concrete cubes cast with these aggregates shows that, at the low strength of 20 N/mm², igneous rock - crushed granite stone c concrete had the highest strength of 26.45 N/mm² followed by Sedimentary-limestone with 26.11 N/mm² and metamorphic rock - marble stone 26.03 N/mm² in that order, and also at the high strength of 30 N/mm², crushed granite concrete gave the highest strength to be 30.11 N/mm² followed by granite 29.78 N/mm² and limestone 29.53 N/mm² in that order.
W artykule przedstawiono analizę porównawczą wpływu właściwości fizycznych kruszywa grubego (skały magmowej - łamany granit, skały osadowej - wapienie i skały metamorficznej - marmur) na ściskanie betonu poprzez porównanie charakterystycznej wytrzymałości. Kruszywo grube poddano badaniom: uziarnienia, gęstości nasypowej, gęstości, porowatości, wskaźnika porowatości, absorpcji wody i współczynnika wpływu kruszywa w celu ustalenia właściwości fizycznych, jakie mają wpływ na wytrzymałość betonu. Porównanie wytrzymałości betonu ograniczono do charakterystycznej wytrzymałości na ściskanie betonu o wartości 20 i 30 N/mm². Do wykonania sześciennych kostek betonowych zastosowano dwie różne proporcje mieszanki 1:2:4 i 1:3:6 i dwie wartości stosunku cementowo-wodnego 0,5 i 0,6, które dojrzewały odpowiednio przez 7, 14 i 28 dni. Testy wytrzymałości na ściskanie przeprowadzone na kostkach sześciennych wykazały, że przewidywana wytrzymałość betonu dla próbek 28-dniowych wynosi 26,0 N/mm², opierając się na normie brytyjskiej. Badania 28-dniowych betonowych kostek, w których zastosowano analizowane kruszywa grube wykazały, że dla wytrzymałości 20 N/mm²: beton z granitem miał największą wytrzymałość - 26,45 N/mm², beton z wapieniem 26,11 N/mm² i z marmurem - 26,03 N/mm². Dla wytrzymałości 30 N/mm² również beton z granitem miał największą wytrzymałość: 30,11 N/mm², następnie z granitem 29.78 N/mm² i wapieniem 29,53 N/mm².
Źródło:
Zeszyty Naukowe Politechniki Częstochowskiej. Budownictwo; 2013, 19 (169); 179--191
0860-7214
Pojawia się w:
Zeszyty Naukowe Politechniki Częstochowskiej. Budownictwo
Dostawca treści:
Biblioteka Nauki
Artykuł
Tytuł:
A review: sustainable compressive strength properties of concrete mix with replacement by marble powder
Autorzy:
Sharma, N.
Singh Thakur, M.
Goel, P. L.
Sihag, P.
Powiązania:
https://bibliotekanauki.pl/articles/367956.pdf
Data publikacji:
2020
Wydawca:
Stowarzyszenie Komputerowej Nauki o Materiałach i Inżynierii Powierzchni w Gliwicach
Tematy:
marble powder
strength properties
cement
aggregates
proszek marmurowy
właściwości wytrzymałościowe
kruszywa
Opis:
Purpose: Over the years, various experiments have been performed to investigate the impact of marble powder within the concrete mixture. In the present study, a review has been done to check the persistence of marble dirt as the substitute for concrete constituents. Design/methodology/approach: Furthermore, the impact of marble powder as a replacement of cement and aggregates were reviewed. By reviewing previous studies, the result indicates that the use of waste marble powder in cement and aggregate was adequate to a certain range. Findings: By replacing cement with marble powder in a range between 5% to 10% by weight, it increases the compressive strength of concrete mix by 11.30% to 24.56%, compared to the nominal mix. According to the study, any further increase in the amount of marble powder in place of cement i.e, 12.5% to 20% replacement by weight, results in the reduction of compressive strength of concrete mix by 7.5% to 26.01%. Replacement of aggregates from 5% to 75% with marble powder increases the compressive strength of about 3.22% to 23.91% as compared to the nominal mix. Research limitations/implications: It was also concluded from the current study that, to obtain higher compressive strength, it is advantageous to replace fine aggregates with marble powder than the replacement of cement with the marble powder.
Źródło:
Journal of Achievements in Materials and Manufacturing Engineering; 2020, 98, 1; 11-23
1734-8412
Pojawia się w:
Journal of Achievements in Materials and Manufacturing Engineering
Dostawca treści:
Biblioteka Nauki
Artykuł
Tytuł:
Alexandria, Kom el-Dikka. Fieldwork in the 2019 season
Autorzy:
Majcherek, Grzegorz
Powiązania:
https://bibliotekanauki.pl/articles/1634063.pdf
Data publikacji:
2020-12-19
Wydawca:
Uniwersytet Warszawski. Wydawnictwa Uniwersytetu Warszawskiego
Tematy:
Alexandria
lime kilns
Roman mosaic
ceramics
decorative marble
conservation
Opis:
The report offers an account of archaeological and conservation work carried out at the site. Excavations in the central part of the site (Sector F) were continued for the fourth season in a row. Exploration of remains of early Roman houses led to the discovery of a well preserved multicolored triclinium mosaic floor with a floral and geometric design. A large assemblage of fragments of polychrome marble floor tiles, recorded in the house collapse, showed the scale of importation of decorative stone material from various regions of the Mediterranean. Overlying the early Roman strata was direct evidence of intensive construction work carried out in the vicinity in the form of large-scale kilnworks, supplying lime most probably for the building of the late Roman bath and cistern. Included in the presentation is a brief review of the limited conservation work that was conducted in the complex of late antique auditoria.
Źródło:
Polish Archaeology in the Mediterranean; 2020, 29(2); 469-496
1234-5415
Pojawia się w:
Polish Archaeology in the Mediterranean
Dostawca treści:
Biblioteka Nauki
Artykuł
Tytuł:
Dębnik and Paczółtowice “Marbles” in the architecture of Krakow
Autorzy:
Makowska, D.
Powiązania:
https://bibliotekanauki.pl/articles/89214.pdf
Data publikacji:
2015
Wydawca:
Politechnika Wrocławska. Wydział Geoinżynierii, Górnictwa i Geologii. Instytut Górnictwa
Tematy:
carboniferous limestone
Paczółtowice marble
Dębnik limestone
Polish onyx
Dębnik anticline
Opis:
In the architecture of Krakow we can find many stones which were quarried mostly from de-posits situated not far from the town. They gave a unique image of present, visible elements in the architecture. Many artists used a marble as the building and decorative stone, in sculptures and sepulchral art. Since XIVth century one of the most popular types of stone, which have been applied in the architecture of Krakow, is the Dębnik “marble”. After polishing, it has a deep black colour and, together with Paczółtowice “marble” has been given the fantastic complement of decorative elements in the monu-ments. In the Krakow we can find a lot of places where both “marbles” have been applied as a decorative elements in the architecture. These stones were forming the cultural heritage of Cracow. Usually they are used in sacred architecture. Dębnik and Paczółtowice “marbles” have been applied in many places, for example at the St Mary's Church and at the Wawel Cathedral, as well at Collegium Maius, St Adalbert’s Church in Market Square or at St Peter and Paul’ Church.
Źródło:
Mining Science; 2015, 22, Special Issue 2; 79-92
2300-9586
2353-5423
Pojawia się w:
Mining Science
Dostawca treści:
Biblioteka Nauki
Artykuł
Tytuł:
Determination of physical and mechanical properties of limestones used as marble in Tut-Adiyaman Region in Turkey
Autorzy:
Rizaoğlu, Tamer
Çoşkun, Canberk
Camuzcuoğlu, Murat
Powiązania:
https://bibliotekanauki.pl/articles/27324327.pdf
Data publikacji:
2022
Wydawca:
Instytut Techniki Górniczej KOMAG
Tematy:
natural stone
marble
limestone
physico-mechanical tests
Opis:
This study aimed to reveal the petrography and physical-mechanical properties of limestones, which have an important reserve and are used as marble, in Tut district of Adıyaman province, which is one of the important cities of southeast Anatolia. As a result of petrographic analysis of the rock known commercially as Emprador, it was determined that it is bioclastic limestone with abundant nummulite fossils. Density, dry and saturated unit weight, water absorption, surface roughness, abrasion resistance and uniaxial compressive strength tests were applied to determine the physical and mechanical properties of the limestones. According to the test results obtained, the density of the limestones, dry unit weight, saturated unit weight, water absorption by weight, water absorption by volume, average surface roughness, ten points roughness average, maximum roughness value, Bohme abrasion resistance and uniaxial compressive strength values were determined as 2.486 gr/cm3, 2.478 gr/cm3, 2.52 gr/cm3, 1.482%, 3.644%, 3.31 μm, 16.24 μm, 20.03 μm, 8.958 cm3/50cm2 and 1004.03 kgf/cm2 respectively. The results show that the limestones in and around Tut (Adıyaman) county can be used in large areas for decorative purposes, with their physical and mechanical properties, as well as their colour tone and the texture formed as a result of the calcite veins being shaped like a natural pattern.
Źródło:
Mining Machines; 2022, 40, 3; 141--148
2719-3306
Pojawia się w:
Mining Machines
Dostawca treści:
Biblioteka Nauki
Artykuł
Tytuł:
Effect of marble dust and glass fiber on expansive soil
Wpływ pyłu marmurowego i włókna szklanego na ekspansywną glebę
Autorzy:
Shukla, Rajesh P.
Algotari, Divyanshu
Rathod, Mahendrasinh
Powiązania:
https://bibliotekanauki.pl/articles/1841469.pdf
Data publikacji:
2020
Wydawca:
Polskie Towarzystwo Przeróbki Kopalin
Tematy:
compressive strength
reinforcement
fibers
marble dust
stabilization
depozycja na czynniki atmosferyczne
huta miedzi
emisje
metale
Opis:
India shares a significant production of glass fiber and marble wastes in the world, which poses a big disposal problem. This study assesses the suitability of glass fiber and marble dust to enhance the behaviour of expansive soil. The Atterberg’s limits and plasticity index improves by mixing marble dust into the soil. Whereas, the effect of glass fiber on the Atterberg’s limit is not very encouraging. The shear strength increases with the addition of marble dust as well as glass fibers. The effect of glass fiber on strains corresponding to peak stress is significantly higher than the marble dust. The strength of fiber-reinforced soil initially increases with the addition of marble dust, to a certain extent, beyond which it decreases. The effect of marble dust on variation in peak stress and corresponding strains is that fiber-reinforced soil is almost the opposite. The optimum quantity of marble dust and glass fiber is found to be 10%-15% and 3%, respectively.
Gleby ekspansywne to gleby, które mają zdolność kurczenia się i / lub pęcznienia, a tym samym zmiany objętości, w zależności od zmian wilgotności. Utylizacja odpadów przemysłowych to duży problem w Indiach. Obecnie wiele produktów odpadowych stało się popularnymi materiałami konstrukcyjnymi. W niniejszej pracy oceniano przydatność zbrojenia włóknem szklanym do poprawy wytrzymałości gruntu ekspansywnego. Ponadto określa się również wpływ pyłu marmurowego na grunt wzmocniony włóknami. Limity Atterberga i wskaźnik plastyczności poprawiają się poprzez mieszanie pyłu marmurowego z glebą. Natomiast wpływ włókna szklanego na granicę Atterberga nie jest zachęcający. Wytrzymałość na ścinanie wzrasta wraz z dodatkiem pyłu marmurowego oraz włókien szklanych. Jednak wpływ włókna szklanego jest relatywnie bardziej zauważalny w porównaniu z pyłem marmurowym. Stwierdzono, że optymalna ilość pyłu marmurowego i włókna szklanego wynosi odpowiednio 15% i 3%. W przypadku włókna szklanego wytrzymałość na ściskanie i odpowiednie odkształcenie wzrastają odpowiednio o 55–58% i 700%. W gruncie zbrojonym włóknem wytrzymałość początkowo wzrasta wraz z dodatkiem pyłu marmurowego, do pewnego stopnia, po przekroczeniu której maleje. Stwierdzono, że wpływ pyłu marmurowego na zmienność szczytowych naprężeń i odpowiadających im odkształceń gleby wzmocnionej włóknami jest prawie przeciwny.
Źródło:
Inżynieria Mineralna; 2020, 2, 2; 111-118
1640-4920
Pojawia się w:
Inżynieria Mineralna
Dostawca treści:
Biblioteka Nauki
Artykuł
Tytuł:
Effect of Recycled Tire Rubber and Marble Waste on Fresh and Hardened Properties of Concrete
Autorzy:
Djebien, Rachid
Bouabaz, Amel
Abbas, Yassine
Powiązania:
https://bibliotekanauki.pl/articles/27314703.pdf
Data publikacji:
2022
Wydawca:
Uniwersytet Zielonogórski. Oficyna Wydawnicza
Tematy:
recycling tire rubber
marble waste
green concrete
properties
odpady gumowe
odpady marmurowe
recykling
beton
Opis:
This paper investigates the effect of simultaneous adding of recycled tire rubber (RTR) and marble waste (MW) as fine aggregates on the properties of concrete. To achieve this objective, the particles size distribution of crushed sand (CS) was corrected by the use of marble waste sand (MWS), and RTR was used by volumetric substitution (1%, 2%, 3% and 4%) of aggregates in concrete. The fresh properties were investigated using the slump, density and air content tests. Hardened properties were investigated through the compressive strength, flexural strengths, pulse velocity, elastic modulus and water absorption. The obtained results showed that the increase in the substitution rate of RTR reduced the fresh and hardened properties of concrete containing marble waste sand. However, with low substitution rates the properties of concrete remain satisfactory and the utilization of RTR and MWS leads to making a green concrete while protecting the environment.
Źródło:
Civil and Environmental Engineering Reports; 2022, 32, 1; 218--239
2080-5187
2450-8594
Pojawia się w:
Civil and Environmental Engineering Reports
Dostawca treści:
Biblioteka Nauki
Artykuł
Tytuł:
Eksploatacja podziemna kamieni blocznych - podstawowe aspekty geologiczne i górnicze
Underground extraction of dimension stone — basic geological and mining aspects
Autorzy:
Galos, K.
Guzik, K.
Powiązania:
https://bibliotekanauki.pl/articles/395119.pdf
Data publikacji:
2013
Wydawca:
Polska Akademia Nauk. Instytut Gospodarki Surowcami Mineralnymi i Energią PAN
Tematy:
eksploatacja podziemna
kamienie bloczne
marmury
wapienie
systemy eksploatacji
underground extraction
dimension stone
limestone
marble
mining systems
Opis:
Podziemna eksploatacja kamieni blocznych jest rozpowszechniona w wielu krajach europejskich, a także w Ameryce Północnej. Jej popularność będzie jednak niewątpliwie rosnąć, przede wszystkim w związku z uwarunkowaniami środowiskowymi i kwestią dostępności terenu. Metoda ta zapewnia często długoletnią działalność górniczą, umożliwiając eksploatację tylko wybranych partii masywu skalnego, bez konieczności usuwania nadmiernego nadkładu, przy zredukowanym do minimum wpływie na powierzchnię terenu oraz niższych kosztach rekultywacji w porównaniu do eksploatacji odkrywkowej. Eksploatacja podziemna w chwili obecnej dotyczy niemal wyłącznie skał osadowych (głównie wapienie) oraz niektórych metamorficznych (np. marmury). Najbardziej znane przykłady podziemnej eksploatacji kamieni budowlanych występują we Włoszech, a także w Wielkiej Brytanii, Portugalii i kilku innych krajach Europy południowej. Najczęstszą przyczyną uruchamiania eksploatacji podziemnej skał blocznych jest występowanie zapotrzebowania na materiały kamienne, których wydobycie metodą odkrywkową jest utrudnione bądź niemożliwe. Istotnym aspektem eksploatacji podziemnej musi być gwarantowana długoterminowa stabilność geomechaniczna pustek poeksploatacyjnych. Warunki geostrukturalne (tektonika, litologia) determinują zarówno plan wyrobisk podziemnych, jak też metody pozyskiwania bloków w przodkach eksploatacyjnych. Najczęstszym stosowanym systemem eksploatacji podziemnej jest system komorowo-filarowy. Istotna jest także możliwość prowadzenia eksploatacji wybranych części złóż, charakteryzujących się najkorzystniejszymi parametrami jakościowymi. Za podjęciem podziemnej eksploatacji przemawia również stwierdzany wielokrotnie wzrost możliwości pozyskania bloków w głębiej położonych partiach złóż. Powoduje to, że uzysk bloków w kopalniach podziemnych jest rzadko mniejszy niż 60%. W Polsce podziemna eksploatacja krajowych skał blocznych nie była dotychczas prowadzona. Najbardziej interesujące perspektywy rozwoju eksploatacji metodą podziemną mogą dotyczyć m.in. marmurów, serpentynitów i sjenitów na Dolnym Śląsku oraz wapieni (marmurów technicznych) w rejonie Krakowa i Kielc.
Underground extraction of dimension stone is widespread in many European countries and in North America. Its popularity will undoubtedly grow, mainly due to environmental considerations and the accessibility of deposits for extraction. This method commonly results in long-term mining operations, allowing for the extraction of only selected parts of the rock mass without the necessity of overburden removal, reduced impact on the surface environment, and lower costs of reclamation as compared to open pit mining. Currently, underground mining is almost entirely associated with sedimentary rocks (mainly limestone) and some metamorphic rocks (e.g. marble). The best-known examples of underground exploitation of building stones are found in Italy, the UK, Portugal, and several other countries in southern Europe. The most common reason for initiating underground dimension stone mining is demand for certain stone materials which cannot be obtained from opencast mining. An important aspect of such operations is guaranteed long-term geomechanical stability of post-mining voids. Geostructural conditions (tectonics, lithology) determine both the plan of underground workings, as well as the method of blocks at the mining faces. The room-and-pillar system is the most common operating system of extraction. It is important to have the opportunity for selective mining of the parts of a deposit showing the best quality parameters, which allows for higher yield of the blocks (rarely less than 60%). In Poland, the underground extraction of dimension stone has not yet been conducted. The most interesting prospects for the development of an underground operation method may include — among other materials — marble, serpentinite, and syenite in Lower Silesia and limestone (technical marble) in the area of Cracow and Kielce.
Źródło:
Zeszyty Naukowe Instytutu Gospodarki Surowcami Mineralnymi i Energią PAN; 2013, 84; 25-36
2080-0819
Pojawia się w:
Zeszyty Naukowe Instytutu Gospodarki Surowcami Mineralnymi i Energią PAN
Dostawca treści:
Biblioteka Nauki
Artykuł
Tytuł:
Evaluation of flocculation behavior of marble powder suspensions
Autorzy:
Duzyol, S.
Powiązania:
https://bibliotekanauki.pl/articles/951841.pdf
Data publikacji:
2015
Wydawca:
Politechnika Wrocławska. Oficyna Wydawnicza Politechniki Wrocławskiej
Tematy:
flocculation
marble powder
water soluble polymer
starch
turbidity
Opis:
In this study, flocculation of marble powder suspensions was investigated depending on a polymer type and dosage. Polyacrylamide was used as a synthetic polymer, while starch was used as a natural polymer. The effect of polyacrylamide type was also examined using anionic, cationic and non-ionic polyacrylamides. Flocculation of suspensions was ascertained by turbidity measurements. It was found that anionic and especially non-ionic polymers flocculated the marble powder suspension more strongly than starch and cationic polymer. On the other hand, it was observed that the sequential addition of starch and polymer did not improve flocculation of suspension. On contrary, sequential addition of flocculants caused re-dispersion of the flocculated suspension. When a non-ionic polymer was used as the flocculant, the reached minimum turbidity of suspension was measured to be 38 NTU (nephelometric turbidity unit).
Źródło:
Physicochemical Problems of Mineral Processing; 2015, 51, 1; 5-14
1643-1049
2084-4735
Pojawia się w:
Physicochemical Problems of Mineral Processing
Dostawca treści:
Biblioteka Nauki
Artykuł
Tytuł:
Experimental Investigation on the Effect of Marble powder on the performance of Selt-Compacting Concrete (SCC)
Autorzy:
Djebri, N.
Rahmouni, Z. E.
Belagraa, L.
Powiązania:
https://bibliotekanauki.pl/articles/89192.pdf
Data publikacji:
2017
Wydawca:
Politechnika Wrocławska. Wydział Geoinżynierii, Górnictwa i Geologii. Instytut Górnictwa
Tematy:
self-compacting concrete
SCC
marble powder
MP
mechanical properties
rheological characteristics
environment
Opis:
The self-compacting concretes (SCC’s) are characterized by their high fluidity so that they could be placed without any vibration. The effect of fillers addition on the behavior of SCC in fresh and hardened state is of great importance. This incorporation of marble powder aims to preserve the environment and to widen its use in the future in SCC formulation. The present research experimental program examines the effect of the partial substitution of cement with marble powder on the characteristics of self-compacting concrete in fresh and hardened state. Thus, the marble powder (MP) was introduced into the composition of self-compacting concretes at dosages of 10%, 20% and 30%. Three water cement ratios (W/C) of 0.4, 0.5 and 0.6 were maintained for the studied mixtures. The reference one with 100% of cement served as a control concrete mix. Finally, it can be concluded that such valuation of the marble waste could be beneficial for self-compacted concrete formulation.
Źródło:
Mining Science; 2017, 24; 183-194
2300-9586
2353-5423
Pojawia się w:
Mining Science
Dostawca treści:
Biblioteka Nauki
Artykuł
Tytuł:
Experimental study on the dynamic tensile mechanical properties of marble under water and oil conditions
Autorzy:
Li, Chaoxin
Liu, Dongyan
Zhu, Yunhui
Powiązania:
https://bibliotekanauki.pl/articles/27312136.pdf
Data publikacji:
2023
Wydawca:
Polska Akademia Nauk. Czasopisma i Monografie PAN
Tematy:
rozciąganie dynamiczne
pręt Hopkinsona
rozpraszanie energii
symulacja numeryczna
marmur
woda
olej
dynamic tensile
Hopkinson bar
energy dissipation
numerical simulation
marble
water
oil
Opis:
To investigate the dynamic tensile properties and energy dissipation characteristics of marble in three different conditions: dry, water-saturated, and oil-saturated, a Brazilian disk splitting test was conducted using a 50 mm diameter Hopkinson pressure bar (SHPB) device. The findings indicate that the peak strain and dynamic tensile strength of the three conditions increase with strain rate, exhibiting a clear strain rate effect. Additionally, lubricating effects of water and oil weaken internal shear sliding friction, thus promoting crack expansion. Furthermore, immersion of fluid in marble weakens the cementation of internal mineral particles, leading to lower tensile strength of marble saturated with water and oil compared to dry marble under dynamic impact. When analyzing the energy dissipation of marble, both the absorption energy and dissipation energy density increase with oil strain rate, indicating a positive correlation. Moreover, numerical results obtained from ANSYS/LS-DYNA correspond well with experimental data, thus verifying and interpreting the experimental outcomes.
Źródło:
Archives of Civil Engineering; 2023, 69, 3; 317--330
1230-2945
Pojawia się w:
Archives of Civil Engineering
Dostawca treści:
Biblioteka Nauki
Artykuł
Tytuł:
Flexural characterization of polymer concrete comprising waste marble and date palm fibers
Autorzy:
Rokbi, Mansour
Rahmouni, Zine El Abidine
Baali, Brahim
Powiązania:
https://bibliotekanauki.pl/articles/298435.pdf
Data publikacji:
2019
Wydawca:
Uniwersytet Warmińsko-Mazurski w Olsztynie
Tematy:
polymer concrete
date palm fibers
quartz
marble
fibers sizing
Opis:
Three-point bending. Abstract This work is an experimental approach for the development and characterization of a polymer concrete reinforced with natural fibers. The polymer concrete consists of sand (Quartz) and orthophthalic polyester used as a binder. Marble powder was used to ensure the continuity of the particle size of the granular mixture. As reinforcement, 2% of chopped date palm fibers (short, very short or mixed) were added. For comparison, identical polymer concrete flexure specimens reinforced with the same content of short E-glass fibers were also prepared and tested. All specimens were initially cured at room temperature and then post-cured for 6 h at 70°C. The results of three-point bending on smooth specimens with different rates of charges (marble), showed that the flexural and compressive strength were improved by adding 20% of marble, and were 31.80 MPa and 67.42 MPa respectively. The flexural strength of specimens showed that the improvement or the degradation of polymer concrete properties seemed to be attributed to the nature of fibers (treated or untreated), and/or to the fibers sizing (short, very short or mixed).
Źródło:
Technical Sciences / University of Warmia and Mazury in Olsztyn; 2019, 22(2); 169-182
1505-4675
2083-4527
Pojawia się w:
Technical Sciences / University of Warmia and Mazury in Olsztyn
Dostawca treści:
Biblioteka Nauki
Artykuł
Tytuł:
From waste to treat waste : exploitation of marble dust as a harmful pollutant to a green adsorbent for dyes and heavy metals from industrial wastewater
Autorzy:
Attia, H.A.
Farghaly, Mohamed G.
Saleh, A.M.
Abdel Khalek, M.A.
Powiązania:
https://bibliotekanauki.pl/articles/2175448.pdf
Data publikacji:
2022
Wydawca:
Politechnika Wrocławska. Oficyna Wydawnicza Politechniki Wrocławskiej
Tematy:
marble dust
pollutant
adsorbent
dye
heavy metals
textile wastewater
Opis:
The marble dust as a harmful industrial waste of marble fabrication was evaluated as aneconomical and efficient green adsorbent for Acid Red-1 dye and lead ions. The XRD, XRF, particle size, surface area and zeta-potential measurements were used to characterize the marble dust. The removal efficiency was optimized by studying several parameters such as pH, temperature, contact time, adsorbent dose and initial concentration. The optimum removal was achieved at pH 6, 20°C after 60 min in the presence of 2.5g/L marble dust. The rates of adsorption were found to follow the pseudo-second-order model. The results showed better fitting to Freundlich isotherm. The thermodynamic studies revealed that the adsorption process is spontaneous, exothermic and favorable at low temperature. The free energy (∆G°), enthalpy (∆H°), and entropy (∆S°) changes were calculated to predict the nature of adsorption.The removal efficiency was improved by calcination of the marble at 700°C. Application for textilewastewater showed high removal efficiency up to 99.9%of inorganic and organic pollutants. The product of treatment was used in the concrete and bricks manufactured, so there is nogeneration of second-order pollutants.
Źródło:
Physicochemical Problems of Mineral Processing; 2022, 58, 6; art. no. 154007
1643-1049
2084-4735
Pojawia się w:
Physicochemical Problems of Mineral Processing
Dostawca treści:
Biblioteka Nauki
Artykuł

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