01717nam a2200145Ia 4500100001400000100006500014245015100079260001400230260001000244260000900254300000700263500123200270700003701502856003201539  a15MESTR09  aShoaib Sabir a15MESTR09aSupervisor Engr. Tulsi Das Narwani 0aComparative Study of Reinforced Fly Ash and Silica fume Concrete Beam With Normal Reinforced Concrete Beam in Terms of Load Deflection (ME Thesis)  aNawabshah  bQUEST  c2018  a35  aABSTRACT

Ordinary Portland cement. (OPC) is most vital ingredient in concrete formation and will be versatile and comparatively expensive. Large-scale production of environment, and on the other results in depict ion of natural resources. This environmental threat has  a light-emitting diode for use by
researchers and forced them to consider secondary cementations materials in the manufacturing of concrete. In this Study, the passive behavior of fly ash and silica fume concrete beams were investigated at 7 and 28 days. For this Purpose 7 varieties of concrete mixtures, fly ash and silica fumes were prepared to partially replace the cement at rate of 0% (FA+SF), 10%(50%FA+50%SF), (75%FA+25%SF), (25%FA+75%SF) and l 5%(50%FA+50%SF) , (75%FA+25%SF), (25%FA+75%SF). One prism of control mix and 6 prism were cast with modified mix of silica fume and fly ash were cured in water for 7 and 28 days to check the ultimate load and maximum deflection. It is observed that, the maximum ultimate load carried by fly ash and silica fume concrete beam is 53.09 KN and minimum deflection is l.95mm with 10% (50%FA+50%SF) as partial replacement of cement at 28 days. The material may be one of the promising construction materials.
  aDepartment of Civil Engineering   uhttp://tinyurl.com/2ne9tj9k