Matches in SemOpenAlex for { <https://semopenalex.org/work/W3198730259> ?p ?o ?g. }
Showing items 1 to 52 of
52
with 100 items per page.
- W3198730259 endingPage "16" @default.
- W3198730259 startingPage "5" @default.
- W3198730259 abstract "The results of the study of the grain-size composition and the grade of crushability of recycled crushed stone and their dependence on the strength of the original recycled concrete are presented. It is found that recycled crushed stone obtained from the original concrete of classes B10 - B30 does not meet the requirements of GOST 8267-93 for total residues on Ø25, Ø20, Ø5 and Ø2.5 sieves. Regardless of the strength of the original concrete, the main fraction of recycled crushed stone is grains with sizes from 12.5 to 20 mm. The strength (grade in terms of crushability) of the recycled crushed stone increases with an increase in the strength of the original concrete. The study of the main parameters of recycled crushed stone at the current moment has been carried out in an insufficient (for widespread introduction into production) volume and requires further study for the subsequent development of independent regulatory and technical documentation (or additions to the current regulatory and technical documents)." @default.
- W3198730259 created "2021-09-13" @default.
- W3198730259 creator A5009799306 @default.
- W3198730259 creator A5012704761 @default.
- W3198730259 creator A5035737779 @default.
- W3198730259 creator A5047769450 @default.
- W3198730259 creator A5064382181 @default.
- W3198730259 date "2021-07-30" @default.
- W3198730259 modified "2023-09-27" @default.
- W3198730259 title "RESEARCH OF THE DEPENDENCE OF THE GRAIN SIZE COMPOSITION AND GRADE OF CRUSHABILITY OF RECYCLED CRUSHED STONE ON THE STRENGTH OF THE ORIGINAL RECYCLED CONCRETE" @default.
- W3198730259 cites W4234688009 @default.
- W3198730259 doi "https://doi.org/10.37538/2224-9494-2021-3(30)-5-16" @default.
- W3198730259 hasPublicationYear "2021" @default.
- W3198730259 type Work @default.
- W3198730259 sameAs 3198730259 @default.
- W3198730259 citedByCount "0" @default.
- W3198730259 crossrefType "journal-article" @default.
- W3198730259 hasAuthorship W3198730259A5009799306 @default.
- W3198730259 hasAuthorship W3198730259A5012704761 @default.
- W3198730259 hasAuthorship W3198730259A5035737779 @default.
- W3198730259 hasAuthorship W3198730259A5047769450 @default.
- W3198730259 hasAuthorship W3198730259A5064382181 @default.
- W3198730259 hasConcept C159985019 @default.
- W3198730259 hasConcept C178405089 @default.
- W3198730259 hasConcept C192562407 @default.
- W3198730259 hasConcept C2778568124 @default.
- W3198730259 hasConcept C39432304 @default.
- W3198730259 hasConceptScore W3198730259C159985019 @default.
- W3198730259 hasConceptScore W3198730259C178405089 @default.
- W3198730259 hasConceptScore W3198730259C192562407 @default.
- W3198730259 hasConceptScore W3198730259C2778568124 @default.
- W3198730259 hasConceptScore W3198730259C39432304 @default.
- W3198730259 hasIssue "3 (30)" @default.
- W3198730259 hasLocation W31987302591 @default.
- W3198730259 hasOpenAccess W3198730259 @default.
- W3198730259 hasPrimaryLocation W31987302591 @default.
- W3198730259 hasRelatedWork W2149357106 @default.
- W3198730259 hasRelatedWork W2313421700 @default.
- W3198730259 hasRelatedWork W2314201369 @default.
- W3198730259 hasRelatedWork W2355625301 @default.
- W3198730259 hasRelatedWork W2374325751 @default.
- W3198730259 hasRelatedWork W2507567410 @default.
- W3198730259 hasRelatedWork W2899084033 @default.
- W3198730259 hasRelatedWork W3016047033 @default.
- W3198730259 hasRelatedWork W4283066537 @default.
- W3198730259 hasRelatedWork W885466611 @default.
- W3198730259 isParatext "false" @default.
- W3198730259 isRetracted "false" @default.
- W3198730259 magId "3198730259" @default.
- W3198730259 workType "article" @default.