Matches in SemOpenAlex for { <https://semopenalex.org/work/W888118519> ?p ?o ?g. }
Showing items 1 to 61 of
61
with 100 items per page.
- W888118519 abstract "To estimate a compressive strength from existing concrete structures by core drilling are usually gathered with a diameter specimen of 100 mm or three times of maximum coarse aggregate size and examined by uniaxial compressive strength (UCS). It is relatively difficult to gather a large sized core, and a pit place will be limited by main members. To get an alternative solution with smaller specimen, point load test (PLT) has been selected which is a simple test and widely accepted in rock materials research, but relatively new in concrete. The reliability of PLT is evaluated by extracting a lot of core drilled specimen from ready mixed concrete blocks with maximum coarse aggregate size, Gmax of 20 mm in representative of architectural structures and 40 mm in representative of civil structures on the range of concrete grade from 16 to 50. Compressive strengths were classified into general categories, conversion factors were determined, and scattering characteristics were also investigated. The relationship between point load index (IS) and compressive strength of concrete core specimen (f'cc) can be written as linear approximation as f'cc = k.IS - C." @default.
- W888118519 created "2016-06-24" @default.
- W888118519 creator A5046616963 @default.
- W888118519 creator A5085612954 @default.
- W888118519 date "2011-02-28" @default.
- W888118519 modified "2023-09-25" @default.
- W888118519 title "Alternative Method for Concrete Structures Compressive Strength Estimation with Small-Scale Destruction" @default.
- W888118519 cites W2015008140 @default.
- W888118519 cites W2036078715 @default.
- W888118519 cites W2395839215 @default.
- W888118519 cites W334042070 @default.
- W888118519 cites W397002228 @default.
- W888118519 doi "https://doi.org/10.17265/1934-7359/2011.02.007" @default.
- W888118519 hasPublicationYear "2011" @default.
- W888118519 type Work @default.
- W888118519 sameAs 888118519 @default.
- W888118519 citedByCount "0" @default.
- W888118519 crossrefType "journal-article" @default.
- W888118519 hasAuthorship W888118519A5046616963 @default.
- W888118519 hasAuthorship W888118519A5085612954 @default.
- W888118519 hasConcept C127413603 @default.
- W888118519 hasConcept C159985019 @default.
- W888118519 hasConcept C192562407 @default.
- W888118519 hasConcept C201995342 @default.
- W888118519 hasConcept C205649164 @default.
- W888118519 hasConcept C2778755073 @default.
- W888118519 hasConcept C30407753 @default.
- W888118519 hasConcept C41008148 @default.
- W888118519 hasConcept C58640448 @default.
- W888118519 hasConcept C66938386 @default.
- W888118519 hasConcept C96250715 @default.
- W888118519 hasConceptScore W888118519C127413603 @default.
- W888118519 hasConceptScore W888118519C159985019 @default.
- W888118519 hasConceptScore W888118519C192562407 @default.
- W888118519 hasConceptScore W888118519C201995342 @default.
- W888118519 hasConceptScore W888118519C205649164 @default.
- W888118519 hasConceptScore W888118519C2778755073 @default.
- W888118519 hasConceptScore W888118519C30407753 @default.
- W888118519 hasConceptScore W888118519C41008148 @default.
- W888118519 hasConceptScore W888118519C58640448 @default.
- W888118519 hasConceptScore W888118519C66938386 @default.
- W888118519 hasConceptScore W888118519C96250715 @default.
- W888118519 hasIssue "2" @default.
- W888118519 hasLocation W8881185191 @default.
- W888118519 hasOpenAccess W888118519 @default.
- W888118519 hasPrimaryLocation W8881185191 @default.
- W888118519 hasRelatedWork W1986951825 @default.
- W888118519 hasRelatedWork W2013228940 @default.
- W888118519 hasRelatedWork W2094281324 @default.
- W888118519 hasRelatedWork W2226717144 @default.
- W888118519 hasRelatedWork W2296005560 @default.
- W888118519 hasRelatedWork W2443717338 @default.
- W888118519 hasRelatedWork W2537132503 @default.
- W888118519 hasRelatedWork W3030934050 @default.
- W888118519 hasRelatedWork W3203463115 @default.
- W888118519 hasRelatedWork W4205447448 @default.
- W888118519 hasVolume "5" @default.
- W888118519 isParatext "false" @default.
- W888118519 isRetracted "false" @default.
- W888118519 magId "888118519" @default.
- W888118519 workType "article" @default.