FRINK Linked Data Fragments server

Matches in SemOpenAlex for { <https://semopenalex.org/work/W4288757764> ?p ?o ?g. }

• W4288757764 endingPage "128579" @default.
• W4288757764 startingPage "128579" @default.
• W4288757764 abstract "Rammed earth (RE) construction is an ancient sustainable construction method, which offers various economic and environmental advantages such as the availability of local materials. However, RE construction is a very time-consuming and labor-intensive process due to the consolidation required to achieve the targeted performance. The use of self-consolidating earth concrete (SCEC) can facilitate casting and speed the construction process. However, developing SCEC is challenging due to the presence of clay in earth, which can significantly hinder flowability. Optimizing the paste matrix of SCEC, namely self-consolidating earth paste (SCEP), is essential for achieving targeted workability performance of SCEC. In this study, the Taguchi method was employed to evaluate the effect of various mixture parameters, including clay and admixture type, cement content, and water-to-powder (W/P) and cement-to-clay (Ce/Cl) ratios to proportion SCEP mixtures. These parameters form different binder compositions with various Atterberg limits and water contents to investigate the compatibility and efficiency of different admixture types on the workability and compressive strength of their corresponding SCEP mixtures. Adequate clay dispersion was achieved using sodium hexametaphosphate (NaHMP) whereas polycarboxylate ether (PCE) was only efficient on cement particles. Sodium silicate (NaSil) did not contribute to dispersion of single-powder systems, while sodium polynaphtalene (PNS) and non-esterified polycarboxylate (NE-PC) showed compatibility with both clay and cement particles. Signal-to-noise ratio (S/N) analyses revealed that lower cement content and higher W/P and Ce/Cl resulted in lower admixture demand for targeted workability and marsh cone test (MCT) values. Regarding 1-day compressive strength, to facilitate the demolding process, PNS, PCE and NaSil showed the highest efficiency. As concluded from the analysis of variance (ANOVA), clay and admixture type had the highest contribution on workability, while cement content and W/P were significant on compressive strength. Several theoretical models were also established to predict the workability of SCEP mixtures from Atterberg limits of the corresponding soil. Finally, a new SCEP proportioning approach was proposed based on the established models and compressive strength contours to be used for different earth types." @default.
• W4288757764 created "2022-07-30" @default.
• W4288757764 creator A5015749462 @default.
• W4288757764 creator A5064364065 @default.
• W4288757764 creator A5075794281 @default.
• W4288757764 creator A5085565267 @default.
• W4288757764 date "2022-09-01" @default.
• W4288757764 modified "2023-09-30" @default.
• W4288757764 title "A new approach for proportioning self-consolidating earth paste (SCEP) using the Taguchi method" @default.
• W4288757764 cites W1158857756 @default.
• W4288757764 cites W1965098678 @default.
• W4288757764 cites W1965857755 @default.
• W4288757764 cites W1967306808 @default.
• W4288757764 cites W1967756313 @default.
• W4288757764 cites W1970132210 @default.
• W4288757764 cites W1976790471 @default.
• W4288757764 cites W1981871012 @default.
• W4288757764 cites W1993876127 @default.
• W4288757764 cites W2006626673 @default.
• W4288757764 cites W2014350443 @default.
• W4288757764 cites W2028447599 @default.
• W4288757764 cites W2034560680 @default.
• W4288757764 cites W2054160648 @default.
• W4288757764 cites W2058459575 @default.
• W4288757764 cites W2061186313 @default.
• W4288757764 cites W2066853765 @default.
• W4288757764 cites W2077343332 @default.
• W4288757764 cites W2077684071 @default.
• W4288757764 cites W2085259349 @default.
• W4288757764 cites W2090899686 @default.
• W4288757764 cites W2144875061 @default.
• W4288757764 cites W2234559362 @default.
• W4288757764 cites W2304930012 @default.
• W4288757764 cites W2344393427 @default.
• W4288757764 cites W2611997028 @default.
• W4288757764 cites W2810849241 @default.
• W4288757764 cites W2898543316 @default.
• W4288757764 cites W2997119985 @default.
• W4288757764 cites W3004618057 @default.
• W4288757764 cites W3021741743 @default.
• W4288757764 cites W3044883625 @default.
• W4288757764 cites W3088149009 @default.
• W4288757764 cites W3157680913 @default.
• W4288757764 cites W3161326840 @default.
• W4288757764 cites W3173615624 @default.
• W4288757764 cites W3212682350 @default.
• W4288757764 cites W4220754910 @default.
• W4288757764 cites W4223485474 @default.
• W4288757764 doi "https://doi.org/10.1016/j.conbuildmat.2022.128579" @default.
• W4288757764 hasPublicationYear "2022" @default.
• W4288757764 type Work @default.
• W4288757764 citedByCount "4" @default.
• W4288757764 countsByYear W42887577642023 @default.
• W4288757764 crossrefType "journal-article" @default.
• W4288757764 hasAuthorship W4288757764A5015749462 @default.
• W4288757764 hasAuthorship W4288757764A5064364065 @default.
• W4288757764 hasAuthorship W4288757764A5075794281 @default.
• W4288757764 hasAuthorship W4288757764A5085565267 @default.
• W4288757764 hasConcept C159985019 @default.
• W4288757764 hasConcept C192562407 @default.
• W4288757764 hasConcept C2779947509 @default.
• W4288757764 hasConcept C523993062 @default.
• W4288757764 hasConceptScore W4288757764C159985019 @default.
• W4288757764 hasConceptScore W4288757764C192562407 @default.
• W4288757764 hasConceptScore W4288757764C2779947509 @default.
• W4288757764 hasConceptScore W4288757764C523993062 @default.
• W4288757764 hasFunder F4320311614 @default.
• W4288757764 hasFunder F4320334593 @default.
• W4288757764 hasLocation W42887577641 @default.
• W4288757764 hasLocation W42887577642 @default.
• W4288757764 hasOpenAccess W4288757764 @default.
• W4288757764 hasPrimaryLocation W42887577641 @default.
• W4288757764 hasRelatedWork W2051270029 @default.
• W4288757764 hasRelatedWork W2082293200 @default.
• W4288757764 hasRelatedWork W2137307547 @default.
• W4288757764 hasRelatedWork W2380293314 @default.
• W4288757764 hasRelatedWork W2943188944 @default.
• W4288757764 hasRelatedWork W2944045227 @default.
• W4288757764 hasRelatedWork W3008690834 @default.
• W4288757764 hasRelatedWork W3082440218 @default.
• W4288757764 hasRelatedWork W4242480814 @default.
• W4288757764 hasRelatedWork W4285802202 @default.
• W4288757764 hasVolume "347" @default.
• W4288757764 isParatext "false" @default.
• W4288757764 isRetracted "false" @default.
• W4288757764 workType "article" @default.