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SUBSTITUTION OF QUARRY DUST TO SAND FOR MORTAR IN BRICK MASONRY WORKS Appukutty P., compressive strength of mortar cubes of mix 1:3 at 28 days /mm. 2 Fine aggregate used for mortar were (1) sand extracted from Cauvery river near Karur, Tamilnadu, without any refinement (2) Crusher dust procured from Pollachi 40 Kms away from Coimbatore, Tamilnadu
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Geopolymer mortar can be used as mortar in building masonry structures as it exhibits better compressive strength and other properties than cement mortar. The performance of the axial and
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the characteristic and design compressive strength values for various grade of concrete. We prepare both concrete and mortar mix using quarry dust and results are very surprisingly. Compressive strength of quarry dust concrete and mortar is comparatively high with normal concrete. International Research Journal of Engineering and Technology (IRJET) eISSN: Volume: 05 Issue: 09 |
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Research Article Effect of Fly Ash on Mortar Mixes with Quarry Dust as Fine Aggregate BabooRai, 1 SanjayKumar, 1 andKumarSatish 2 Department of Civil Engineering, National Institute of Technology, Patna, India Department of Civil Engineering, Birla Institute of Technology, Patna, India Correspondence should be addressed to Baboo Rai;
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Experimental Investigation on Performance of Fly ash and Quarry Dust in a Concrete Indumathy V Department of Civil Engineering, Anna University, Chennai. Abstract This paper presents the results of an experimental investigation carried out to evaluate the compressive strength and transverse strength
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COMPRESSIVE STRENGTH OF CONCRETE USING LATERITIC SAND AND QUARRY DUST AS FINE AGGREGATE Joseph O. Ukpata1, Maurice E. Ephraim2 and Godwin A. Akeke1 1Department of Civil Engineering, Cross River University of Technology, Calabar, Nigeria 2Department of Civil Engineering, Rivers State University of Science and Technology, Port Harcourt, Nigeria
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Effect of quarry dust on compressive strength of concrete The 100 mm size concrete cubes were used as test specimens to determine the compressive strength. The test results of the cubes are compiled in Figures 2 to 7. 59. The compressive strength of concrete cube ( replacement of sand with quarry dust) and natural sand
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EXPERIMENTAL STUDY ON REPLACEMENT OF FINE AGGREGATE BY QUARRY DUST IN CONCRETE Vijay P Gowda1, Dinesh1, Kiran muchandi1, Avinash1 and Kumar S1* The reduction in the sources of natural sand and the requirement for reduction in the cost of concrete production has resulted in the increased need to identify substitute material to sand as fine aggregates in the production of concretes. Quarry dust
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Abstract: This research studies the compressive strength of mortar for the case of without fly ash and 50% of fly ash replacing in cement. The fixed ratios, binding agent to fine aggregate and water to binding agent, are 1: and by weight respectively. The ratios of quarry dust that uses instead of sand are 0%, 10%, 20% and 30% respectively. Mold of size 5×5×5 cm is used. Cure the
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59 Substitution Of Quarry Dust To Sand For. table 3 comparison of compressive strength with group a bricks v cost analysis the cost of brick masonry and random rubble masonry in cement mortar 16 has been analysed with the average rates of materials in coimbatore district in appukutty et
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The compressive strength of M30 concrete has been tested for 3, 7, 28 days of curing with the percentage of quarry dust varying from 20%, 25% and 30% replacement. The compressive strength results are presented in Figure no. 5. 5. CONCLUSIONS It is observed that the strength characteristics of quarry dust is same as sand. The chemical
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Specifically, the compressive strength of mortar containing 10% GS was comparable to CM or corresponding mortar containing FA up to 28 days and at all ages under moderately high (40 °C) and high curing temperatures (60 °C), respectively. This could be attributed to its increased hydration and pozzolanic reaction at early and later ages, respectively. Moreover, the compressive strength of
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quarry dust can be used as a replacement for fine aggregate. It is found that 50% replacement of fine aggregate by quarry dust gives maximum result in strength than normal concrete and then decreases after replacement of fine aggregate. . Key Words: fine aggregate, quarry dust, compressive strength, replacement. 1. INTRODUCTION
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Key words: Flyash, Quarry Dust, Epoxy Resin, Compressive Strength. I. INTRODUCTION The use of fly ash in mortar is desirable because of benefits such as useful disposal of a byproduct, increased workability, reduction of cement consumption, increased sulphate resistance, increased resistance to alkalisilica reaction and decreased permeability. The decrease in workability can be improved by
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Study On Strength Of Innovative Mortar Synthesis With. Quarry dust and fly ash in order to moderate the cost of mortar the main objective of this work is to study the compressive strength of mortar cubes by various combinations of cement and fine aggregate replaced by epoxy resin fly ash and quarry dust at the age of 7 days the results of mortarmade with cement replaced with 20
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influence of replacement of sand with quarry dust. Initially cement mortar cube was studied with various proportions of quarry dust (CM 1:3, CM 1:2, and CM 1:1). The experimental results showed that the addition of quarry dust for a fine to coarse aggregate ratio of was found to enhance the compressive properties as well as elastic modulus. Anitha Selva Sofia et al (2013) has
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Influence of Marble Powder on Mechanical Properties of Mortar and Concrete Mix. This paper aims to focus on the possibilities of using waste materials from differentmanufacturing activities in the preparation of innovative mortar and concrete. The use of waste marble powder (dust) was proposed in partial replacement of cement, for the production of Mortar and Concrete Mix. In particular, tests
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· Aging and Curing Temperature Effects on Compressive Strength of Mortar Containing Lime Stone Quarry Dust and Industrial Granite Sludge. Amin MN(1), Khan K(2), Saleem MU(3), Khurram N(4), Niazi MUK(5).
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(c) The compressive strength results of quarry dust concrete (cubes) were obtained in the third series, where M20, M25, and M30 grades of concrete with 20, 25, and 30 percent replacement of quarry dust and also workability are studied by varying the watercement ratio
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The experimental program involves casting of geopolymer mortar cubes by using GGBFS, Flyash and Quarry rock dust and testing them at 1 day, 3 days and 7 days for compressive strength. Different parameter considered in this study is alkaline fluid to binder ratio Keeping 12Molarity of the alkaline liquid and the ratio of sodium hydroxide to sodium metasilicate as constant(1:2).
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The compressive strength results of quarry dust concrete (cubes) were obtained where M20 grade of concrete with 10 percent increment up to 100 percent replacement of quarry dust is concentrated and the results are presented. The study aimed to observe the compressive strength properties of quarry dust by varying full percentage replacement. The results show increase in strength up to 50
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The compressive strength of masonry can be verified using two methods namely the unit strength method and the prism test method. The characteristics of masonry are influenced by the properties of bricks and mortar. This paper reports the investigation made on the compressive strength of bricks manufactured using quarry dust as sand replacement
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compressive strength of mortar cubes by various combinations of cement and fine aggregate replaced by Epoxy resin, fly ash, and quarry dust at the age of 7 days. The results of mortarmade with cement replaced with 20%, 25%, and 30% (w/w) of Epoxy resin, and fine aggregate replaced by (0% QD FA) ( QD 0% FA) and (70% QD 30% FA) of quarry dust and fly ash were compared with
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Effect of Fly Ash on Mortar Mixes with Quarry Dust as Fine Aggregate Article (PDF Available) in Advances in Materials Science and Engineering 2014(5) · March 2014 with 1,514 Reads
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