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Search results for: CEMENTYT
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Complex modulus of Cement Bitumen Treated Material Mixture C3E4 cores obtained from the field section (28-365 days of curing at the field and later in laboratory at 20C)
Open Research DataDataset presents data of complex modulus determined for cold recycled mixture – cement bitumen treated material mixture with following binding agents: 3% cement, 4% emulsion (C3E4). Mixture was designed according to Polish requirements for the base course of pavement. Specimen were obtained from the field at 28, 180, 270 and 365 days after compaction....
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Ocena stanu technicznego młyna rurowego średnicy 3,4m i długości 13.5m oraz weryfikacja wprowadzonych zmian
PublicationPrzeprowadzono obszerną analizę wytrzymałościową młyna do mielenia cementu. Opracowano własną metodykę symulowania działania obciążenia. Wyznaczono obszary największych naprężeń. Opracowano zalecenia zmiany geometrii młyna.
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Spalanie w cementowniach jako forma odzysku energetycznego opon
PublicationCombustion in cement mills as a form of energy recovery from tiressummary: the subject of used tires is an important issue in poland. in this article, special focus is aimed atmaterial recycling, i.e. tire burning. even though this is not the most energetically effective method, it is one ofthe main techniques used in tire utilization. tires are burned as alternative fuel in already existing cement mills.the high calorific value...
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Ground improvement with in situ Soil Mixing
PublicationOmówiono metodę wzmacniania słabego gruntu za pomocą technologii wgłębnego mieszania na sucho i mokro. W metodzie mokrej stosuje się składniki wiążące (głownie cementy) wymieszane z wodą, podawane w formie zaczynu. W metodzie suchej materiały wiążące podawane są w postaci sproszkowanej z udziałem sprężonego powietrza. Przedstawiono główne obszary zastosowania w geotechnice oraz podano przykłady kilku realizacji.
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Assessment of the application of CEM III with exposed aggregate as an alternative to CEM I for road pavements
PublicationThe article presents a results of study on the impact of replacing CEM I SR3/NA by CEMIII/A LH/HSR/NAon the mechanical properties and durability of pavement concrete with exposed aggregate. Was used granite aggregate and washed sand. Water/cement () ratio in the tested concretes constituted 0.35 and 0.4 and part of the cement was replaced with a 5% addition of natural pozzolana – zeolite. Compressive strength tests were performed...
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Deflection measurement of field section with pavement with base course made of Cement Bitumen Treated Material Mixture C3E4 (28, 180, 270, 365 days after compaction)
Open Research DataDataset presents data of deflections determined for pavement with base course made of cold recycled mixture – cement bitumen treated material mixture with following binding agents: 3% cement, 4% emulsion (C3E4). Mixture was designed according to Polish requirements for the base course of pavement. Mixture was mixed in stationary plant and compacted...
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Investigation of transverse cracking of asphalt pavements in the north-eastern Poland
PublicationSpękania poprzeczne są jednym z najczęstszych typów uszkodzeń występujących na polskich drogach. Artykuł przedstawia wyniki badań spękań poprzecznych dróg zlokalizowanych w Polsce północno-wschodniej. Na podstawie badań terenowych podjęto próbę wyznaczenia związków pomiędzy częstotliwością spękań, zdefiniowaną indeksem spękań, a wybranymi cechami nawierzchni. Analizowane były następujące cechy nawierzchni: typ podbudowy (podbudowa...
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Modelling hydraulic and capillary-driven two-phase fluid flow in unsaturated concretes at the meso-scale with a unique coupled DEM-CFD technique
PublicationThe goal of the research was to demonstrate the impact of thin porous interfacial transition zones (ITZs) between aggregates and cement matrix on fluid flow in unsaturated concrete caused by hydraulic/capillary pressure. To demonstrate this impact, a novel coupled approach to simulate the two-phase (water and moist air) flow of hydraulically and capillary-driven fluid in unsaturated concrete was developed. By merging the discrete...
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Measurements of the heat of hydration released by concrete specimens cured under adiabatic conditions
Open Research DataThe DataSet contains measurements of heat of hydartion of concrete cubes (150 x 150 x 150 mm) cured under adiabatic conditions. The specimens were moulded from six types of concrete mixtures produced in the laboratory conditions. Mix #1: Portland cement CEM I 42.5R and gravel aggregate, mix #2: CEM I 42.5R and basalt aggregate, mix#3: Portland-composite...
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Palm Oil Fuel Ash-Based Eco-Efficient Concrete: A Critical Review of the Short-Term Properties
PublicationThe huge demand for concrete is predicted to upsurge due to rapid construction developments. Environmental worries regarding the large amounts of carbon dioxide emanations from cement production have resulted in new ideas to develop supplemental cementing materials, aiming to decrease the cement volume required for making concrete. Palm-oil-fuel-ash (POFA) is an industrial byproduct derived from palm oil waste’s incineration in...
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Thermal and strength properties of lightweight concretes with the addition of aerogel particles
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Electrochemical investigations of conductive coatings applied as anodes in cathodic protection of reinforced concrete
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Environmentally friendly material solutions in the technology of autoclaved aerated concrete
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Experiments and calibration of a bond-slip relation and efficiency factors for textile reinforcement in concrete
PublicationTextile reinforcement yarns consist of many filaments, which can slip relative each other. At modelling of the global structural behaviour, interfilament slip in the yarns, and slip between the yarns and the concrete can be considered by efficiency factors for the stiffness and strength of the yarns, and by applying a bond-slip relation between yarns and concrete. In this work, an effective and robust method for calibration of...
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A three-dimensional meso-scale approach to concrete fracture based on combined DEM with x-ray micro-CT images
PublicationArtykuł omawia wyniki numeryczne uzyskane stosując 3-wymiarowy mezoskopowy model do opisu pękania w betonie na poziomie kruszywa w belce z nacięciem podczas zginania. Do obliczeń użyto metodę elementów dyskretnych. Beton został opisany jako materiał 4-fazowy złożony z kruszywa, zaprawy, makro-porów i stref przejściowych miedzy kruszywem a zaprawą. Kształt i położenia kruszywa przyjęto na podstawie skanów z mikro-tomografu. Uzyskano...
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Effect of soil moisture on current-carrying capacity of low-voltage power cables
PublicationOne of the factors affecting current-carrying capacity of underground power cables is the thermal resistivity of soil. Its value in the close proximity of the cable is the most important, and for this reason, in some cases, the local soil is replaced with an another soil type or with a cement-sand mixture. The thermal resistivity of the soil is strongly affected by moisture, and in the case of a cement-sand mixture – as tested...
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Domieszki przeciwmrozowe i ich stosowanie w niskich temperaturach
PublicationProwadzenie monolitycznych robót betonowych w okresie jesienno-zimowym wciąż stanowi istotny problem w budownictwie.Główny problem stanowi niewłaściwe wykonywanie robót betoniarskich w okresie ujemnych temperatur. Za produkty, które umożliwiają reakcje cementu z wodą w ujemnych temperaturach uważa się domieszki przeciwmrozowe. Ich stosowanie umożliwia obniżenie temperatury krzepnięcia wody poniżej 0oC, przyspiesza wiązanie i podnosi...
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The Effect of Fly Ash Microspheres on the Pore Structure of Concrete
PublicationThe fly ash microspheres (FAMs) formed during the mineral transformation stage in coal combustion are hollow spherical particles with a density less than water. This paper presents the results of X‐ray micro‐computed tomography and an automatic image analysis system of the porosity in the structure of hardened concrete with microspheres. Concrete mixtures with ordinary Portland cement and two substitution rates of cement by microspheres—5%...
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Structural Design and Sensitivity Analysis of Semi-Rigid Pavement of a Motorway
PublicationThis paper presents application of mechanistic-empirical methods in design of semi-rigid pavement for a section of a motorway in Poland. The stage construction was assumed. Three fatigue criteria were applied in the design. For asphalt fatigue cracking and subgrade soil the criteria from the Asphalt Institute (1981) were applied. For fatigue cracking of cement stabilized bases the Dempsey (1984) and De Beer (1992) criteria were...
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Preliminary study of linear viscoelasticity limits of cold recycled mixtures determined in Simple Performance Tester (SPT)
PublicationThe publication presents methodology developed for determination of linear viscoelasticity limits for cold recycled mixtures with cement and bituminous emulsion using Simple Performance Tester (SPT). Methodology was verified on reference materials (PCV and steel dummy specimens, cement concrete and asphalt concrete) to comply with elasticity and viscoelasticity theory. The developed methodology enabled determination of linear viscoelasticity...
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Analiza nośności zabytkowych fundamentów w kontekście jakości użytych zapraw Analysis of the Load-Bearing Capacity of Historical Foundations in the Context of the Quality of Mortar Used
PublicationStructures of historical buildings usually have the form of masonry elements. The weakest component of such elements is mortar, especially in stone foundations, which were often used in the with a focus on the modeling of mortar as a joint connecting stones in a characteristic medieval foundation. Different types of mortar: cement, cement-lime, lime and gypsum mortars, were examined. A numerical analysis was carried out on the...
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Environmentally-Safe Cold Recycling of Asphalt Pavements in Poland
PublicationArtykuł przedstawia metodę recyklingu na zimno z zastosowaniem jednoczesnego dodatku cementu portlandzkiego i emulsji asfaltowej. Metoda przydatna do rehabilitacji zniszczonych nawierzchni drogowych. Warstwy po recyklingu charakteryzują się sztywnością i podatnością. Przedstawiono wyniki badań laboratoryjnych i terenowych.
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Mesoscopic simulations of crack propagation in concrete using cohesive elements
PublicationThe paper presents results of two-and three-dimensional meso-scale simulations of fracture in notched concrete beams subjected to three-point bending test. Concrete was assumed as a 3-phase material composed of aggregate grains placed in the cement matrix with Interfacial Transitional Zones (ITZs) between then. In 2D simulations macro-voids were also taken into account. The particle distribution was taken from real concrete beams...
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CONCRETE MIX DESIGN USING ABRAMS AND BOLOMEY METHODS
PublicationOne way to reduce the consumption of cement is to optimize its use. Many known methods of concrete design, based on the Abrams law and the Bolomey method. Therefore, the authors chose those methods for analysis. The concrete composition with the assumed strength class, calculated by any method differs significantly. This applies especially to the cement content, as its content in the composition of concrete varies from 20 to 50%....
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Structural design and sensitivity analysis of semi-rigid pavement of a motorway
PublicationThis paper presents application of mechanistic-empirical methods in design of semi-rigid pavement for a section of a motorway in Poland. The stage construction was assumed. Three fatigue criteria were applied in the design. For asphalt fatigue cracking and subgrade soil the criteria from the Asphalt Institute (USA) were applied. For fatigue cracking of cement stabilized bases the Dempsey (USA) and De Beer (South Africa) criteria...
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Spin-glass behavior in a binary Pr 3 Ir intermetallic compound
PublicationPolycrystalline Pr3Ir was synthesized by arc melting. Its cementite-type crystal structure (Pnma) was confirmed by powder X-ray diffraction and estimated lattice parameters are in agreement with literature. Physical properties were measured by means of the ac and dc magnetic susceptibility, electrical resistivity and heat capacity. Our results indicate spin-glass behavior in Pr3Ir with a freezing temperature Tf = 6.58 K and activation...
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PLUTONIUM Development of a novel injectable ceramic-polymer bone cement
ProjectsProject realized in Zakład Technologii Biomateriałów according to 3/2022/IDUB/III.4.3/Pu agreement from 2022-05-09
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Concrete temperature measurements of cubic specimens cured under isothermal and semi-adiabatic conditions
Open Research DataThe DataSet contains temperature measurements of concrete cubes (150 x 150 x 150 mm) cured under isothermal and semi-adiabatic conditions. The specimens were moulded from six types of concrete mixtures produced in the laboratory conditions. Mix #1: Portland cement CEM I 42.5R and gravel aggregate, mix #2: CEM I 42.5R and basalt aggregate, mix#3: Portland-composite...
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Isothermal Calorimetry and Compressive Strength Tests of Mortar Specimens for Determination of Apparent Activation Energy
PublicationThe hydration process of cementitious materials involves a thermally activated reaction that depends on the composition of the mixture and the curing temperature. The main parameter affecting the temperature variation of cast-in-place concrete is the apparent activation energy, which can be used for the efficient prediction of the temperature evolution and maturity index of hardening concrete. This paper discusses two methods to...
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The Influence of the Aircraft Operating Fluids on the Mechanical Parameters of the Airport Surface Concrete
PublicationThe authors of the article assessed the impact of operating fluids used to service aircraft on changing mechanical parameters of cement concrete intended for airport pavement. The research concerned concrete designed with the use of CEM I 42.5N LH NA low-alkali cement, broken granite aggregate, fine washed aggregate, and admixtures. The analysis included the assessment of changes in dierences in endurance parameters over various...
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Two-dimensional simulations of concrete fracture at aggregate level with cohesive elements based on X-ray lCT images
PublicationThe paper presents results of two-dimensional meso-scale simulations of fracture in notched concrete beams subjected to three-point bending test. Concrete was assumed as a 4-phase material composed of aggregate grains placed in the cement matrix, interfacial transitional zones (ITZs) and macro-voids. The particle distribution was taken from real concrete beams on the basis of X-ray lCT images. Comprehensive numerical analyses were carried...
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Porównanie grubości typowych nawierzchni podatnych i półsztywnych Polski i wybranych krajów Europy
PublicationArtykuł przedstawia porównanie grubości warstw nawierzchni z katalogów Austrii, Francji, Niemiec i Polski oraz zaprojektowanych według metody brytyjskiej. Porównano nawierzchnie na podbudowach z kruszywa łamanego, całkowicie asfaltowe oraz na podbudowach z materiałów związanych cementem. Przeprowadzona analiza wykazała, że polskie nawierzchnie katalogowe są grubsze od wszystkich pozostałych w takich samych warunkach obciążenia...
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Badanie możliwości stosowania kompozytów popiołowo-cementowych z włóknami szklanymi i stalowymi w warunkach zagrożenia korozją chlorkową.
PublicationCelem pracy jest zbadanie wpływu modyfikacji drobnoziarnistych kompozytów popiołowo-cementowych dodatkiem niewielkich ilości włókienszklanych i stalowych na ich właściwości techniczne i odpornoiść na korozję chlorkową. Ograniczenie ilości cementu oraz zastąpienie znacznej części kruszywa popiołem lotnym i dodatek włókien losowo roproszonych stanowi próbe uzyskania ochrony materiałowo-strukturalnej przed korozją.
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Korozja chlorkowa kompozytów popiołowo-cementowych modyfikowanych dodatkiem włókien szklanych i stalowych.
PublicationCelem pracy jest zbadanie wpływu modyfikacji drobnoziarnistych kompozytów popiołowo-cementowych dodatkiem niewielkich ilości włókienszklanych i stalowych na ich właściwości techniczne i odpornoiść na korozję chlorkową. Ograniczenie ilości cementu oraz zastąpienie znacznej części kruszywa popiołem lotnym i dodatek włókien losowo roproszonych stanowi próbe uzyskania ochrony materiałowo-strukturalnej przed korozją.
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Numerical investigations of discrete crack propagation in Montevideo splitting test using cohesive elements and real concrete micro-structure
PublicationThe paper is aimed at accurately predicting the discrete fracture process in concrete specimens under complex stress states in two dimensional (2D) simulations. Plain concrete specimens subjected to Montevideo splitting test (MVD) were used for consideration due to non-negligible shear stresses impact in this type of test. In order to reflect the heterogeneous nature of the concrete, the meso-structure of the samples was included...
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A Noded Carbon Emission Tool (NCET) to Measure Embodied Carbon (EC) in Compositional Cementitious Materials
PublicationThe ever evolving modern construction industry is now producing the highest levels of carbon content adversely affecting the construction associated environment. Although, the impact of carbon induced emission is quite large, but still not enough measurable standards and tools to scale these emission are available. This study contributes to the body of knowledge by providing a Grasshopper based definition to calculate the embodied...
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Wpływ mikrosfer-frakcji odpadów paleniskowych na mikrostrukturę i wybrane właściwości uzytkowe
PublicationIn this study, the microspheres samples were collected from national power station „Dolna Odra”. In this study, the following materials were used: Portland cement class 32,5R and aggregates of 2-8 and 8-16 fractions and natural sand with a maximum grain size of 2 mm and water. Concrete mixtures were made with microspheres additions of 15%, 25% and 40%. A constant water to binder ratio (w/b) of 0,52 was used throughout the investigation....
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Nawierzchnie w portach morskich i terminalach kontenerowych
PublicationNawierzchnie w portach i terminalach kontenerowych poddawane są znacznie większym obciążeniom jednostkowym niż na drogach, ale sumaryczna liczba obciążeń jest dużo mniejsza. Obecnie stosuje się nawierzchnie asfaltowe, z kostki betonowej, z płyt betonowych monolitycznych i z prefabrykatów betonowych, na podbudowach zasadniczych z betonu, chudego betonu i kruszywa związanego lub niezwiązanego cementem oraz na podbudowach pomocniczych...
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Structural Assessment of Reinforced Concrete Beams Incorporating Waste Plastic Straws
PublicationThe behavior of reinforced concrete beams containing fibers made of waste plastic straws (WPSs) under the three point bending test is examined. The effect of WPS fiber addition on the compressive and split tensile strength is reported. Four concrete mixes were prepared. The control mix PS-0 had a proportion of 1 cement: 1 sand: 2 coarse aggregate and a water cement ratio of 0.4. In the other three mixes PS-0.5, PS-1.5 and PS-3,...
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Concrete mix design using machine learning
PublicationDesigning a concrete mix is a process of synthesizing many components, it is not a simple process and requires extensive technical knowledge. The design process itself focuses on obtaining the required strength of concrete. Very often designing a concrete mix takes into account the need to maintain the proper water-demand and frost-resistance features. The parameters that influence the concrete class most significantly are the...
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Proceedings of the fib Symposium 2019: Concrete - Innovations in Materials, Design and Structures 2019
PublicationDesigning a concrete mix is a process of synthesizing many components, it is not a simple process and requires extensive technical knowledge. The design process itself focuses on obtaining the required strength of concrete. Very often designing a concrete mix takes into account the need to maintain the proper water-demand and frost-resistance features. The parameters that influence the concrete class most significantly are the...
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Beton posadzkowy - wymagania i odpowiedzialność za jakość zgodnie z PN-EN 206
PublicationW artykule podjęto próbę scharakteryzowania betonu towarowego stosowanego w elemencie konstrukcyjnym, jakim jest posadzka. Pod uwagę wzięto wymagania stawiane betonom przez PN-EN 206, PN-EN 13813 i PN-EN 197-1 oraz własne doświadczenia. Przedstawiono charakterystykę betonu posadzkowego i jego pożądane właściwości, określono również rodzaj cementów i kruszyw stosowanych w omawianym typie betonów. Zwrócono także uwagę na zbrojenie...
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GDP growth in Iran
Open Research DataThe economy of the Islamic Republic of Iran is one of the fastest growing in the Middle East. Iran should not only be associated with crude oil industry but also other areas of the economy. The sanctions that hindered oil exports from Iran meant that the authorities had to take measures to increase exports of other products. There was an increase in...
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Determination of metal content in sewage sludge and sewage sludge ash to find opportunities to use them in the construction industry
PublicationSewage sludge management is becoming an increasing problem in developed and developing countries. Due to their physicochemical properties (mainly high content of heavy metals) a safe method of utilization is sought. Considering environmental protection, energy recycling, reduction in use of the raw materials and the possibility of immobilization hazardous substances, the use of ashes in building materials becomes a very good way...
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Właściwości gruntów stabilizowanych spoiwami drogowymi w różnym czasie pielęgnacji
PublicationW artykule autorzy szukają odpowiedzi na postawionych sobie szereg pytań, m.in.: czy istnieją środki o właściwościach podobnych do spoiwa, jakim jest cement? Czy konieczna jest wymiana gruntów w sytuacji, gdy stabilizacja tradycyjnymi spoiwami nie zdaje egzaminu? Jakie metody badawcze powinny być zastosowane do określenia przydatności poszczególnych spoiw?
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Materiały biozgodne i specjalnego przeznaczenia
PublicationW książce przedstawiono ogólną charakterystykę materiałów używanych w medycynie i laboratoriach klinicznych. Opisano wyjaławianie materiałów medycznych; mteriały okulistyczne, soczewki kontaktowe, szkła okularowe, enzymatyczne oczyszczanie soczewek kontaktowych, płyny, krople i maści do oczu; materiały dentystyczne: wiertła, pasty szlifierskie, wypełnienia; materiały na implanty metalowe, ceramiczne, z tworzyw sztucznych; cementy...
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Mercury emission to the atmosphere from anthropogenic sources in Europe in 2000 and their scenarios until 2020
PublicationPrzedstawiono obecny stan wiedzy na temat emisji rtęci ze źródeł antropogenicznych na terenie Europy w roku 2000. Zebrane dane stanowiły bazę wyjściową do opracowania scenariuszy emisji do roku 2020. Ponad połowa całkowitej emisji, szacowanej na 239 tony, pochodzi z energetyki przemysłowej oraz gospodarstw domowych i jest związana ze spalaniem stałych nośnikow energii. Istotnym źródłem emisji jest również produkcja cementu (ok....
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Soft Tissue Retraction Maneuver in Cone Beam Computed Tomography Prior to Crown-Lengthening Procedure—A Technical Note
PublicationBackground: An accurate determination of the biological width and the relationship of the cemento-enamel junction with the border of the alveolar bone is crucial during a clinical crown-lengthening (CCL) procedure. The aim of this study was to present a technical note about the retraction techniques in cone beam computed tomography (CBCT) prior to CCL, highlighting the significant enhancement in procedural accuracy and predictability...
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Cold recycled mixtures for binder courses - laboratory evaluation of mechanical properties
PublicationCold recycled mixtures composed with cement and bituminous emulsion are nowadays commonly used material for base layer. Typical pavement with cold recycled mixtures usually consists of two asphalt courses (wearing and binding course) constructed over cold recycled base. Therefore the next step in cold recycling is possibility of design of binding courses with recycled materials, but with potential to obtain high quality mixtures...
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Effect of Particle Size of Fly Ash Microspheres (FAMs) on the Selected Properties of Concrete
PublicationThis paper presents the investigations of selected properties of concrete containing two fractions of fly ash microspheres (FAMs) with grain size up to 200 μm and up to 500 μm. Concrete mixtures with ordinary Portland cement and three substitution rates of cement by FAMs, 1.3%, 2.0%, and 2.6%, were investigated. For all concrete mixes, the constant water–binder ratio (w/b) equal to 0.50 was used. The research program included the...