Academic literature on the topic 'Stone, Crushed Additives'

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Journal articles on the topic "Stone, Crushed Additives"

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Dyuryagina, Antonina, Yuliya Byzova, Kirill Ostrovnoy, Alexandr Demyanenko, Aida Lutsenko, and Tatyana Shirina. "Increasing the Adhesion of Bitumen to the Surface of Mineral Fillers through Modification with a Recycled Polymer and Surfactant Obtained from Oil Refining Waste." Polymers 16, no. 5 (2024): 714. http://dx.doi.org/10.3390/polym16050714.

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The purpose of this study was to optimize the processes of wetting fillers by varying the content of such additives as a surfactant and polymer in bitumen–mineral compositions in order to achieve optimal performance. The cosine of the contact angle was used as a criterion for assessing the adhesion of the bitumen binder to the surface of crushed stone. The effect of the additives’ concentration on surface tension and adhesive efficiency in binary and ternary bitumen compositions was studied. The following chemicals were used as additives: the original product AS-1, industrial additive AMDOR-10
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Trautvain, Anna, and A. Syryh. "ANALYSIS OF THE MARKET OF STABILIZING ADDITIVES FOR CRUSHED STONE-MASTIC ASPHALT CONCRETE. THEORETICAL INFORMATION ON THE APPLICATION OF ORGANIC FIBERS FOR BITUMEN STABILIZATION." Bulletin of Belgorod State Technological University named after. V. G. Shukhov 10, no. 1 (2024): 82–99. https://doi.org/10.34031/2071-7318-2024-10-1-82-99.

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Abstract. The transition to the use of crushed stone-mastic asphalt concrete mixtures in the upper layers of road clothes is a global trend and leads to increased crack resistance, shear resistance, fatigue resistance, frost resistance, as well as low abrasion resistance, reduced noise and increased roughness of the coating compared with road clothes having a coating based on traditional asphalt concrete. The production of crushed stone-mastic asphalt concrete with high performance and functional characteristics depends on the quality of the stabilizing additive used. Modern specialists are co
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Kroviakov, S. O., A. O. Chystiakov, А. О. Bershadskyi, and T. Shevchenko. "CONCRETES ON SECONDARY CRUSHED STONE AS A PROMISING MATERIAL FOR THE RIGID PAVEMENT BASE." Bulletin of Odessa State Academy of Civil Engineering and Architecture, no. 87 (June 3, 2022): 85–91. http://dx.doi.org/10.31650/2415-377x-2022-87-85-91.

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In the course of research, the efficiency of application of plasticizers of different type in concretes for bases of highways on secondary crushed stone is defined. In studies of concrete compositions, the type of crushed stone, secondary or granite, changed, which allowed to compare the properties of concrete on secondary crushed stone with the properties of concrete of similar composition on granite crushed stone. In addition, the type of sand changed: Bilyaevsky or Voznesenski quarry. As modifiers used additive lignosulfonate or superplasticizer polycarboxylate type MC-PowerFlow 3200. All c
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Khafizova, E. N., I. F. Panchenko, and D. A. Panchenko. "Use of rock crushing technological wastes for cement concrete compositions." Russian Automobile and Highway Industry Journal 18, no. 6 (2022): 790–99. http://dx.doi.org/10.26518/2071-7296-2021-18-6-790-799.

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Introduction. the article deals with the issues of the use of technological waste generated during rocks crushing.Materials and Methods. In the research the rock crushing screenings from the Rezhevsky crushed rock plant and dolomite screenings from the Satkinsky crushed rock plant were used. The data on the physical-mechanical properties of crushing waste is presented, as well as a study of dusty rock cuttings made with a Fritsch Analysette 22 laser particle size analyser. The structure of concrete was analyzed by JEOL JSM-6510 electron microscope.Results. The studying results of heavy weight
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Nguyễn, Quang Phú. "Nghiên cứu hiệu quả kỹ thuật của tỷ lệ thay thế đá dăm bằng cốt liệu xỉ thép trong chế tạo bê tông thủy công". Vietnam Institute for Building Science and Technology 2024, vi.vol3 (2024): 44–51. https://doi.org/10.59382/j-ibst.2024.vi.vol3-6.

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In the study, used mineral additives such as Fly Ash (FA) and Granulated Blast Furnace Slag (GBFS), coarse aggregates such as crushed stone and Steel slag replaces crushed stone at 25%, 50%, 75%, 100% respectively to design concrete components reaching design grades from M40 to M50. When the content of steel slag aggregate replaces crushed stone aggregate from 75% to 100%, the compressive strength of concrete increases very high, increasing from 30,37% to 41,72% at 7 days old and 6,11 % to 13,10% at 28 days of age, the waterproofing grade of the designed concrete ranges from W10 to W14, it’s s
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Yastremsky, D. A., T. N. Abaydullina, and A. I. Kudyakov. "CRUSHED-STONE AND MASTIC ASPHALT WITH CELLULOSE CONTAINING ADDITIVE." Vestnik Tomskogo gosudarstvennogo arkhitekturno-stroitel'nogo universiteta. JOURNAL of Construction and Architecture 21, no. 5 (2019): 180–91. http://dx.doi.org/10.31675/1607-1859-2019-21-5-180-191.

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High-quality and durable asphalt pavement ensures safe and comfortable traffic, optimal logistics costs, territory attractiveness to construction investments, and industrial development. With constantly increasing loads on road pavements, it is necessary to improve the asphalt quality by introducing additives into the mixture, design methodology, scientific justification for the selection and preparation of raw materials. The paper proposes the development algorithm of crushed-stone and mastic asphalt modified by the new stabilizing additive, which consists of 90 % of cellulose fiber from wast
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Efimov, Vladimir, Denis Pogodin, and Myhammet Fakhratov. "Technological processes of reusing crushed concrete in the demolition of buildings in construction." E3S Web of Conferences 110 (2019): 01038. http://dx.doi.org/10.1051/e3sconf/201911001038.

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The paper is dedicated to waste processing management in waste processing technology. Processing of scrap concrete waste, similar in composition and condition to traditional raw materials, is economically and ecologically feasible. Secondary crushed stone obtained by crushing scrap of reinforced concrete panels in demolished five-storey apartment blocks of the first phase was studied. It is shown that concrete with scrap concrete waste shows strength properties similar to primary concrete and helps organize waste-free production. The methods of recycled waste usage, especially usage of seconda
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Trautvain, A. I., V. V. Yadykina, and S. S. Tobolenko. "Study of the Influence of Thin-Dispersed Powders on the Structuring Ability of Stabilizing Additives." Materials Science Forum 974 (December 2019): 37–42. http://dx.doi.org/10.4028/www.scientific.net/msf.974.37.

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The article presents the results of the study of the bitumen-retaining ability of stabilizing additives developed on the basis of cellulose-paper waste and finely dispersed fillers of various genesis. Analysis of the test results of crushed stone-mastic asphalt mixtures of the same composition showed that all additives provide the value of the runoff index of the organic binder in the mixture, which meets the requirement of the State Educational Standard No. 31015-2002. The introduction of mineral fillers into the stabilizer contributes to a decrease in the studied parameter, which is due to t
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Mudrychenko, Anatolii, Ivan Balashov, and Sergey Illyasch. "USE OF ACRYLIC COPOLYMER ADDITIVE SOIL STABILIZATION PLUS FOR PREPARATION OF MIXTURES MADE BY COLD RESYCLING TECHNOLOGY AND CRUSHED STONE-SAND MIXTURES IN PAVEMENT FOUNDATION LAYERS." Dorogi i mosti 2021, no. 24 (2021): 48–59. http://dx.doi.org/10.36100/dorogimosti2021.24.048.

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ntroduction. Rehabilitation of public roads network requires a comprehensive recovery with strengthening of the bearing capacity of the pavement foundation. Rehabilitation of the foundation bearing capacity performed by arranging layers of road material made by cold recycling technology (hereinafter — CRRM) in accordance with [4] or by arranging a layer of crushed stone — sand mixture reinforced with cement or complex binder (hereinafter — CSSM 20) according to [13]. Purpose. The purpose of the work is to study the feasibility of using acrylic additives for the preparation of mixtures made by
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Yastremskiy, D. "RESEARCH OF BITUMINOUS BINDER WITH STABILIZING ADDITIVES BY INFRARED SPECTROSCOPY AND X-RAY SPECTRAL ANALYSIS." Bulletin of Belgorod State Technological University named after. V. G. Shukhov 5, no. 11 (2020): 24–31. http://dx.doi.org/10.34031/2071-7318-2020-5-11-24-31.

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Increasing the volume of crushed stone-mastic asphalt concrete used in the upper layers of road surfaces requires the development of effective stabilizing additives that ensure the uniformity of the asphalt mixture during short-term storage and transportation, as well as improving the properties of asphalt concrete. This additives include a complex stabilizing additive of the following composition: 90 % cellulose fibers from waste paper, 5 % rubber powder, 5 % viscous petroleum bitumen of the BND 90/130 brand. This article presents the results of a study of bitumen with the addition of "Viatop
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Dissertations / Theses on the topic "Stone, Crushed Additives"

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Wojtowicz, Maria. "Macro composites for crushing - additive manufacturing of hard phase : Development and testing of macro composites for crushing purposes." Thesis, Uppsala universitet, Tillämpad materialvetenskap, 2021. http://urn.kb.se/resolve?urn=urn:nbn:se:uu:diva-447459.

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During this master thesis a crushing material composite was developed in order to determine if a specific design consisting of a pointy hard phase with a ductile phase in between can reduce the load needed to crush stone and therefor decrease the energy consumption during stone crushing. The steel hard phase (ASP 2012) was printed using an additive manufacturing method called selective laser melting (SLM). A process parameter optimization was performed in order to achieve a dense material and a pre-heated building platform was used to prevent cracking. The hard phase designs were printed and t
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Books on the topic "Stone, Crushed Additives"

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Thomas, George L., P.E., Texas. Dept. of Transportation. Materials and Tests Division., and Texas. Dept. of Transportation. Office of Research and Technology Transfer., eds. A demonstration of stone matrix asphalt mix designs using high polish value crushed stone. Texas Dept. of Transportation, Research and Technology Transfer Section, 1996.

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Concrete and Mortar Production Using Stone Siftings. Taylor & Francis Group, 2018.

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Dvorkin, Leonid, Vadim Zhitkovsky, and Yuri Ribakov. Concrete and Mortar Production Using Stone Siftings. Taylor & Francis Group, 2018.

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Dvorkin, Leonid, Vadim Zhitkovsky, and Yuri Ribakov. Concrete and Mortar Production Using Stone Siftings. Taylor & Francis Group, 2018.

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Dvorkin, Leonid, Vadim Zhitkovsky, and Yuri Ribakov. Concrete and Mortar Production Using Stone Siftings. Taylor & Francis Group, 2018.

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Dvorkin, L. I., Yuri Ribakov, and V. Zhitkovsky. Concrete and Mortar Production Using Stone Siftings. Taylor & Francis Group, 2021.

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Book chapters on the topic "Stone, Crushed Additives"

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Vdovin, Evgenii, Lenar Mavliev, and Nikita Konovalov. "Modification by Zeolite-Containing Additive the Road-Building Materials Based on Carbonate Crushed Stone-Sand Mixtures and Cements." In Lecture Notes in Civil Engineering. Springer International Publishing, 2021. http://dx.doi.org/10.1007/978-3-030-80103-8_33.

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Conference papers on the topic "Stone, Crushed Additives"

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Buczynski, Przemysław, and Marek Iwanski. "The Influence of Hydrated Lime, Portland Cement and Cement Dust on Rheological Properties of Recycled Cold Mixes with Foamed Bitumen." In Environmental Engineering. VGTU Technika, 2017. http://dx.doi.org/10.3846/enviro.2017.135.

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This article presents a laboratory evaluation of the viscoelastic properties of recycled base courses produced with different fillers. The aim of this study was to investigate the influence of loading time and temperature on the complex modulus (E*) and the phase angle (6) of recycled base courses with respect to selected additives used. The mixtures contained reclaimed asphalt pavement RAP, crushed stone from existing base courses and virgin aggregate. Foamed bitumen 50/70 at 2.5% was used as a binder. The hydraulic binder constituted 3.0% of the recycled base course mixture. Portland cement,
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Akhtyamov, E. R., I. N. Kruchinin, and E. I. Kruchinina. "FEATURES OF ASPHALT COVERING DESIGNFOREST ROADS IN THE NORTHERN AND OF THE POLARURALS." In Modern machines, equipment and IT solutions for industrial complex: theory and practice. Voronezh State University of Forestry and Technologies named after G.F. Morozov, Voronezh, Russia, 2021. http://dx.doi.org/10.34220/mmeitsic2021_23-28.

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The main tasks of improving the crushed stone-mastic coatings of forest timber highways through the use of innovative road-building materials are considered. Such roads are characterized by the use of materials capable of meeting the basic requirements for transport and operational conditions in difficult natural and climatic conditions. The known road building materials are distinguished by the instability of their physical and mechanical properties. This causes significant difficulties both in the design and in the operation of forest timber roads made of these materials. Despite the complex
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Sattarova, Z., R. Safin, and D. Prosvirnikov. "TECHNOLOGY OF PRODUCING COMPOSITE PAVERS OF CONTINUOUS ACTION." In Modern machines, equipment and IT solutions for industrial complex: theory and practice. FSBE Institution of Higher Education Voronezh State University of Forestry and Technologies named after G.F. Morozov, 2021. http://dx.doi.org/10.34220/mmeitsic2021_124-129.

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Rational use of natural resources, and the involvement of wood waste generated in the logging and wood processing industry in the production of new products useful for society and the economy, is an urgent task of modern production. The use of wood flour of various fractions does not allow the most complete binding of the polymer to wood particles, since the cellulose polymer has a high polarity. This problem can be solved by soft contact thermal modification, as a result of which there is an increase in strength indicators and a decrease in the degree of water absorption. Thermomodification l
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