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1.
International Research Journal
of Engineering and Technology (IRJET) e-ISSN: 2395-0056 Volume: 05 Issue: 06 | June-2018 www.irjet.net p-ISSN: 2395-0072 © 2018, IRJET | Impact Factor value: 6.171 | ISO 9001:2008 Certified Journal | Page 288 Marsh Cone analysis of ternary blended mixes with retarding super plasticizers Abdul Razak.B.H1, Dhanush.T.M2, Ronak Tayenjam 3, Shubham Malik 4 1 Assistant Professor, Dept. of Civil Engineering, JSS Academy of Technical Education, Karnataka, India 2,3,4UG scholar, Dept. of Civil Engineering, JSS Academy of Technical Education, Karnataka, India -----------------------------------------------------------------------------***---------------------------------------------------------------------------- Abstract - Cement-chemical admixture compatibility is an essential parameter to ensure desired performance and durability of the concrete structures. However compatibility of blended mixes with chemical admixtures will ensure economy in construction along with desired performance and durability of the concrete structures. The hydration of cement involves series of reactions, which mainly depend on the cement composition, the water / cement ratio, surface area, particle size distribution, temperature and admixtures. Admixtures when added in small quantities make the hydration process much more complex. In the present study double blended mixes are tested for fresh properties, optimum dosage of chemical admixtures and strength. Key Words: GGBS,PCE based admixture, Alccofine, Compatibility 1. INTRODUCTION Admixtures are common and essential components of modern concrete. Low water cement ratio, high workability , highly durable and saving in cost of cement many more desired properties that can be expected from concrete to made with chemical and mineral admixtures Admixture-Cement interaction in concrete is a complex blend of chemical and physical mechanism that are independent. Every admixture at optimum dosage gives good results when used with cement. The hydration of cement involves series of reactions, which mainly depend on the cement composition, the water/cement ratio, surface area, particle size distribution, temperature and admixtures. Admixtures when added in small quantities make the hydration process much more complex. In recent times, advances in the field of cement products are related to the use of admixtures particularly organic polymeric materials. Many type of organic polymeric materials known as super plasticizers, are being used in construction industries to alter the flow behavior and the mechanical properties of concretes. Among various types of chemical admixtures, PCE based admixtures proved to enhance the flow fresh and hardened properties of concrete at low dosage. 2. Literature Review The present investigation deals with the study of compatibility of chemical admixtures with different mixes. The study also deals with the fresh and hardened properties of blended concrete. The relevant literature available in this area has been critically studied and discussed. Anshuman Dogra and Richa Bhardwaj (1) investigated the compatibility behaviour of superplasticizers with cement containing mineral admixtures like fly ash, alccofine. It was observed that Polycarboxylate Ether(PCE) based super plasticizers show greater compatibility and economical dosage as compared to sulphonated Napthalene Formaldehyde(SNF) based superplasticizers. M.K.Maroliya (2) studied the change in ingredients contents of concrete like sand and cement under the influence of plasticizers and superplasticizers at various dosages level. It was also observed that plasticizers enhanced the compressive strength at reduced water- cement ratio in addition to improved workability at constant water cement ratio. Reduction in cement content was achieved with increase in sand content to overcome bleeding and segregation. Janardhana Maganti and V.Silva Prasada Raju(3) studied compatibility of Sulphonated Naphthalene Formaldehyde and Lignosulphonates based superplasticizer with Portland slag cements. It was observed that the different brands of cements behaved differently even if the coarse and fine aggregates, water and family of chemical admixture and the method of concrete mix design were kept constant. S.Sheela(4) studied the workability and strength behavior of superplasticized concrete and conventional concrete both in fresh and hardened states. It was also observed that the use of superplasticizer can increase the workability and strength without increasing the water cement ratio. It was also concluded that non destructive testing values were in good agreement with the strength behavior of superplasticized concrete for destructive testing. Ravindra Gettu, Dr.Joana Roncero (5) studied some aspects related to the dosage of superplasticizer using the Marsh Cone test and the effect of the temperature in superplasticized pastes are evaluated. The study also
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International Research Journal
of Engineering and Technology (IRJET) e-ISSN: 2395-0056 Volume: 05 Issue: 06 | June-2018 www.irjet.net p-ISSN: 2395-0072 © 2018, IRJET | Impact Factor value: 6.171 | ISO 9001:2008 Certified Journal | Page 289 included the loss of fluidity of cement paste with time. The study revealed that polycarboxylic acid based superplasticizers performed better than naphthalene and melamine based admixtures. 3. OBJECTIVE Study the characteristics of concrete ingredients. Study of flow characteristics of different types of blended mixes (OPC+GGBS+ALCCOFINE) with PCE based chemical admixtures using Marsh Cone analysis. Study the mix proportioning of flowable concrete using IS method. Study the fresh, strength and durability properties of different grades of concrete. Correlate flowtime, fresh properties and hardened properties. 4. MATERIALS USED Cement: Ordinary Portland Cement (OPC), Ground Granulated Blast furnace slag(GGBS), Alccofine Chemical Admixtures: Polycarboxylic ether based. Water: Potable water 5. METHODOLOGY Study on properties of different types of blended cement and cementitious materials. Study on flow time using Marsh Cone Apparatus. Mix design of concrete using IS method. 6. EXPERIMENTAL WORK Study on properties of ingredients: Binder: The following tests have been carried out for the OPC Specific gravity test Fineness of cement Mineral admixture (GGBS and ALCCOFINE) Specific Gravity test has been carried out for GGBS,OPC Chemical Admixture Specific gravity test Study on flow time(Marsh Cone Test) Fresh Properties of concrete Hardened properties of concrete 7. RESULTS TEST ON INGREDIENTS Specific gravity test Sl.No Material Specific Gravity 1 OPC 3.06 2 GGBS 2.86 3 ALCCOFINE 2.85 4 Coarse Aggregates 2.75 5 Manufactured Sand 2.70 6 Chemical Admixture 1.09 Water Absorption Sl.No Material Water Absorption 1 Coarse Aggregates 3.19% 2 Manufactured Sand 2.64% Fineness Modulus Sl.No Material Fineness Modulus 1 Coarse Aggregates 7.024 % 2 Manufactured Sand 4.01 % GRAPHS OF FLOW TIME TEST
3.
International Research Journal
of Engineering and Technology (IRJET) e-ISSN: 2395-0056 Volume: 05 Issue: 06 | June-2018 www.irjet.net p-ISSN: 2395-0072 © 2018, IRJET | Impact Factor value: 6.171 | ISO 9001:2008 Certified Journal | Page 290 CONCLUSION ALCCOFINE can also be utilized as a high range water reducer to improve compressive strength or as a super workability aid to improve flow. The addition of ALCCOFINE in cement mixes increases the self compatibility characteristic like filling ability ,passing ability and .resistance to segregation. The relative cost of Alccofine is cheaper than cement hence it is also economic with higher strength. Most of the blended mixes(cement with GGBS) is compatible with PCE based admixtures at a dosage of 0.6-1.1%. With the increase in mineral admixture content the flow time increases. However usage of Auramix 300 Plus kept the flow time almost constant with time lapse as it has the slump retention characteristics upto 4 hours. 9. REFERENCES [1]Anshuman Dogra and Richa Bhardwaj “Study of the admixture-cement compatibility for the economic production of special concretes” International Journal of Civil Engineering Research”, Vol.5, No.1, 2014, pp 43- 48,ISSN 2278-3652 [2]M.K.Maroliya “Influence of type of chemical admixtures on sand and cement content of ordinary grade concrete”, International Journal of advances in Engineering & Technology, Nov 2012,pp298-302. [3]Janardhana Maganti,V.Silva Prasada Raju “Compatibility of Sulphonated Naphthalene Formaldehyde and Lignosulphonates based Superplasticizer with Portland Slag Cements”, Third international conference on sustainable construction materials and technologies. [4]S.Sheela “Study on workability and strengthBehaviour of concrete by the additionOf different admixtures” Proceedings of the INCONTEST 2003 on 10 –12, September 2003. [5]L.Ferrari,J.Kaufmann,F.Winnefeld,J.Plank “Multi method approach to study influence of superplasticizers on cement suspensions”, Cement and Concrete Composites,ELSEVIER, Vol.41,2011, pp.1058-1066. [6] Anatol Zingg, Frank Winnefeld, Lorenz Holder, Joachin Pakusch, Stefan Becker, Renato Figi, Ludwig Gauckler., “Interaction of polycarboxylate-based superplasticizers with cements containing different C3A amounts”, Cement and Concrete Composites,ELSEVIER, Vol.31,2009, pp.153- 162.
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