Matches in SemOpenAlex for { <https://semopenalex.org/work/W4308491343> ?p ?o ?g. }
- W4308491343 endingPage "e01621" @default.
- W4308491343 startingPage "e01621" @default.
- W4308491343 abstract "Fibrous high-strength concrete by means of natural and technogenic raw materials is in demand for sustainable construction. The scientific novelty of this study lies in the expansion of the range of applied natural raw materials locally available for polymineral binders, instead of using manufactured or rare materials. This research aimed to improve the performance and properties of high-strength concrete with an improved composite binder and polypropylene fiber. The task was achieved by using a powdered mineral modifier, the introduction of which will make it possible to effectively control the processes of synthesis of hydration products during the hardening of the cement composite. The study of the characteristics of the feedstock included: energy density, particle size distribution, and specific surface area. A comprehensive study of the obtained materials properties included: X-ray diffraction analysis, scanning electron microscopy, standard consistency, setting time, compressive and flexural strength, elastic modulus, structural quality factor, water retention capacity, adhesion strength, water resistance, abrasion resistance, thermal conductivity. It is proposed to use an energy measure that allows ranking raw materials to produce building materials. Optimization of the micro and macro level structural component using local raw materials, makes it possible to attain a compressive strength of materials by about 80 MPa, a flexural capacity and an elastic modulus of 15.2 MPa and 78.4 GPa respectively. The developed mortar and polypropylene fiber-reinforced concrete is a reliable and durable material that retains its specified performance characteristics over time without destruction under operating conditions. Water holding capacity observed was 89.5% which is 1.54 times higher than that of unmodified composition, adhesion strength to the base 0.90 (80% higher). Additionally the observed structural quality factor was 0.36 (4 times higher), water resistance under pressure 0.8 MPa (0.2 MPa for unmodified composition), abrasion was 0.70 g/cm2 (59% lower), thermal conductivity coefficient was 1.29 W/(m·ºС) (56% lower). Comprehensive results evidenced of using high-strength materials for a wide range of structures, including load-bearing, enclosing, road, hydraulic." @default.
- W4308491343 created "2022-11-12" @default.
- W4308491343 creator A5023799579 @default.
- W4308491343 creator A5024160247 @default.
- W4308491343 creator A5039579772 @default.
- W4308491343 creator A5040551920 @default.
- W4308491343 creator A5049608997 @default.
- W4308491343 creator A5050958398 @default.
- W4308491343 creator A5055240514 @default.
- W4308491343 creator A5068879332 @default.
- W4308491343 creator A5073273228 @default.
- W4308491343 date "2022-12-01" @default.
- W4308491343 modified "2023-10-01" @default.
- W4308491343 title "Properties and performance of polypropylene fibered high-strength concrete with an improved composite binders" @default.
- W4308491343 cites W1985568754 @default.
- W4308491343 cites W1991885055 @default.
- W4308491343 cites W1998742542 @default.
- W4308491343 cites W2047170347 @default.
- W4308491343 cites W2047427582 @default.
- W4308491343 cites W2107571897 @default.
- W4308491343 cites W2114613341 @default.
- W4308491343 cites W2118475615 @default.
- W4308491343 cites W2189959254 @default.
- W4308491343 cites W2290551300 @default.
- W4308491343 cites W2418556949 @default.
- W4308491343 cites W2429203245 @default.
- W4308491343 cites W2468979076 @default.
- W4308491343 cites W2528012793 @default.
- W4308491343 cites W2530828324 @default.
- W4308491343 cites W2553835418 @default.
- W4308491343 cites W2766855207 @default.
- W4308491343 cites W2769666401 @default.
- W4308491343 cites W2787296201 @default.
- W4308491343 cites W2803299390 @default.
- W4308491343 cites W2804817581 @default.
- W4308491343 cites W2804998040 @default.
- W4308491343 cites W2808605162 @default.
- W4308491343 cites W2883041816 @default.
- W4308491343 cites W2888589786 @default.
- W4308491343 cites W2890574292 @default.
- W4308491343 cites W2894207411 @default.
- W4308491343 cites W2898202016 @default.
- W4308491343 cites W2898990693 @default.
- W4308491343 cites W2901629692 @default.
- W4308491343 cites W2903210528 @default.
- W4308491343 cites W2907315792 @default.
- W4308491343 cites W2907360954 @default.
- W4308491343 cites W2909382967 @default.
- W4308491343 cites W2923604760 @default.
- W4308491343 cites W2968244482 @default.
- W4308491343 cites W2979234001 @default.
- W4308491343 cites W2996255907 @default.
- W4308491343 cites W3007089105 @default.
- W4308491343 cites W3008886552 @default.
- W4308491343 cites W3017050185 @default.
- W4308491343 cites W3021175040 @default.
- W4308491343 cites W3022042956 @default.
- W4308491343 cites W3042151149 @default.
- W4308491343 cites W3049538409 @default.
- W4308491343 cites W3093713909 @default.
- W4308491343 cites W3109699156 @default.
- W4308491343 cites W3111643757 @default.
- W4308491343 cites W3111812540 @default.
- W4308491343 cites W3120341039 @default.
- W4308491343 cites W3130107226 @default.
- W4308491343 cites W3134910747 @default.
- W4308491343 cites W3135863717 @default.
- W4308491343 cites W3161112240 @default.
- W4308491343 cites W3161220375 @default.
- W4308491343 cites W3172426884 @default.
- W4308491343 cites W3176494267 @default.
- W4308491343 cites W3179624183 @default.
- W4308491343 cites W3188173583 @default.
- W4308491343 cites W3194061681 @default.
- W4308491343 cites W3208537055 @default.
- W4308491343 cites W3212096196 @default.
- W4308491343 cites W4200404647 @default.
- W4308491343 cites W4200578018 @default.
- W4308491343 cites W4206385761 @default.
- W4308491343 doi "https://doi.org/10.1016/j.cscm.2022.e01621" @default.
- W4308491343 hasPublicationYear "2022" @default.
- W4308491343 type Work @default.
- W4308491343 citedByCount "1" @default.
- W4308491343 countsByYear W43084913432023 @default.
- W4308491343 crossrefType "journal-article" @default.
- W4308491343 hasAuthorship W4308491343A5023799579 @default.
- W4308491343 hasAuthorship W4308491343A5024160247 @default.
- W4308491343 hasAuthorship W4308491343A5039579772 @default.
- W4308491343 hasAuthorship W4308491343A5040551920 @default.
- W4308491343 hasAuthorship W4308491343A5049608997 @default.
- W4308491343 hasAuthorship W4308491343A5050958398 @default.
- W4308491343 hasAuthorship W4308491343A5055240514 @default.
- W4308491343 hasAuthorship W4308491343A5068879332 @default.
- W4308491343 hasAuthorship W4308491343A5073273228 @default.
- W4308491343 hasBestOaLocation W43084913431 @default.
- W4308491343 hasConcept C104779481 @default.
- W4308491343 hasConcept C159985019 @default.
- W4308491343 hasConcept C178405089 @default.