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Water Reducing and Retarding Admixture Effect on the Mechanical Properties of Ready Mixed Concrete

Yordanose Mogse


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{
  "@context": "https://schema.org/", 
  "@id": "https://doi.org/10.20372/nadre/20234", 
  "@type": "ScholarlyArticle", 
  "creator": [
    {
      "@type": "Person", 
      "affiliation": "Addis Ababa Science & Technology University", 
      "name": "Yordanose Mogse"
    }
  ], 
  "datePublished": "2018-10-25", 
  "description": "<p>Concrete can be produced with a better quality by the addition of Water Reducing and Retarding<br>\n(WRR) admixture in different ways by saving mixing water and cement content from a given mix<br>\ndesign. This study investigated the effects of WRR admixture on ready mixed concrete properties<br>\nviz: workability, compressive strength and permeability. To achieve the objective experiments<br>\nwere conducted on C-25 and C-40 concrete grades with 0.49 and 0.30 water to cement ratio<br>\nrespectively by a slump of 160-220mm, at a dosage of 0% (control), 0.5%, 0.85% and 1.2%<br>\nadmixture. To facilitate the study, the experiments have been done in four stages, namely: Stage I:<br>\nto study the effects of WRR admixture on concrete workability, Stage II: to study the effects of<br>\nWRR admixture at optimum dosage of workability on concrete compressive strength, Stage III: to<br>\nstudy the effects of WRR admixture on compressive strength by reducing cement content in 5%,<br>\n8% and 12% and Stage IV: to study the effects of WRR admixture on concrete compressive and<br>\npermeability test by reducing amount of mixing water at constant slump. Based on the<br>\nexperimental results 0.85% and 1.2% WRR admixture dosage were found to have higher value of<br>\nworkability for C-25 and C-40 concrete grade respectively. At optimum dosage of 0.85% WRR<br>\nadmixture, the compressive strength of C-25 has shown improvement over that of the control mix<br>\nwhereas, the 1.2% WRR admixture slightly reduced the compressive strength of C-40 over the<br>\ncontrol mix. Further optimum results on concrete compressive strength was found at 8% cement<br>\nreduced concrete with the addition of 0.85% and 1.2% WRR admixture for C-25 and C-40<br>\nconcrete grade respectively. Total CO2 emission and total cost was reduced from the control mix<br>\nby optimum cement reduced and WRR admixture added concrete for C-25 and C-40. On the other<br>\nhand, optimum result on C-25 compressive strength and permeability was found in the addition of<br>\n1.2% WRR admixture by 11.32% mixing water reduction. It can therefore be concluded that the<br>\naddition of WRR admixture was shown improvement on workability, compressive strength and<br>\npermeability from the control mix. It is recommended that ready mixed concrete manufacturer<br>\nshould be used at 0.85% and 1.2% WRR admixture dose for C-25 and C-40 concrete respectively.</p>", 
  "headline": "Water Reducing and Retarding Admixture Effect on the Mechanical Properties of Ready Mixed Concrete", 
  "identifier": "https://doi.org/10.20372/nadre/20234", 
  "image": "https://zenodo.org/static/img/logos/zenodo-gradient-round.svg", 
  "inLanguage": {
    "@type": "Language", 
    "alternateName": "eng", 
    "name": "English"
  }, 
  "keywords": [
    "Concrete, WRR, Admixture, Compressive Strength, Workability and Permeability"
  ], 
  "license": "http://www.opendefinition.org/licenses/cc-by", 
  "name": "Water Reducing and Retarding Admixture Effect on the Mechanical Properties of Ready Mixed Concrete", 
  "url": "https://nadre.ethernet.edu.et/record/20234"
}
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