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Experimental Investigation on Concrete by Using Hemp Fibers and Combined Replacement of Cement with Ggbs

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Experimental Investigation on Concrete by Using Hemp Fibers and Combined Replacement of Cement with Ggbs Science, Technology and Development ISSN : 0950-0707 EXPERIMENTAL INVESTIGATION ON CONCRETE BY USING HEMP FIBERS AND COMBINED REPLACEMENT OF CEMENT WITH GGBS AND MARBLE POWDER 1GADDAM SAI KRISHNA 1 Assistant Professor, Department of Civil Engineering, NRI Institute of Technology, JNTU Kakinada, Guntur, Andhra Pradesh, India. (e-mail: [email protected]) 2N. RAVI KUMAR 2 B.Tech Student, Department of Civil Engineering, NRI Institute of Technology, JNTU Kakinada, Guntur, Andhra Pradesh, India. (e-mail: [email protected]) 3 Dr.K. CHANDRAMOUI 3 Professor, Department of Civil Engineering, NRI Institute of Technology, JNTU Kakinada, Guntur, Andhra Pradesh, India. (e-mail: [email protected]) Abstract— Concrete is the composition of cement, is the type of concrete that uses to replace the lime coarse aggregate, fine aggregate, water. Concrete is good cements in binder. in compression. In we discuss about the different uses of addition of hemp fibers and combine replacement of Nano concrete is a form of concrete that contains cement with GGBS and sand with marble powder to the Portland cement particles with size not greater than 100 concrete. μm and also silica particles with size not greater than In this we use different percentages of GGBS and 500 μm, which fill voids that would otherwise occur in marble powder as replacement for cement and adding normal concrete, thereby substantially increasing the 0.5% of hemp fibers respectively. The percentages of material's strength. It is a product of high-energy GGBS and marble powder combinely replaced in M50 grade of concrete i.e, different percentages mixing (HEM) of cement, sand and water. (5%,10%,15%,20%).To determine the properties of fresh Compression test was conducted on concrete and also hardened concrete. The destructive 150mm×150mm×150mm cubes. Load is applied at a methods of testing that would like to conduct are constant rate of 1.4 kg/cm2/minute up to failure and the compressive strength test, split tensile strength test and ultimate load is noted. The compression tests were conduct non destructive tests are ultra pulse velocity, carried out at 7, 28 days. For split tensile the cylinder rebound hammer test specimen is of the size 150 mm diameters and 300mm Cement which is the most utilized material after water in present world has some environmental effects. Keeping length and the test is performed by placing a cylinder in mind we are going to replace cement with 5%, 10%, horizontally between the loading surfaces of 15% and 20% to the weight of cement along with the compression testing machine, along its longitudinal addition of HEMP fibers for M50 grade of concrete. direction. Ultra Sonic Pulse Velocity Test is a Non GGBS is the biproduct which comes from iron industry Destructive Testing (NDT) Methods are frequently and Marble powder is the wastage that produced from used to estimate the quality of concrete. These methods marble stone cuttings. Hemp fiber is the naturally occurring fibre which reduces the tensile cracks of are typically based on the propagation of velocity, concrete. which is closely related to mechanical properties and modulus of elasticity. Index Terms— Ordinary Portland cement (OPC), Ground Granulated Blast Furnace Slag (GGBS), Marble Powder, Hemp Fibers. II. LITERATURE REVIEW I. INTRODUCTION Concrete is a mixture of cement, coarse aggregate, N Sellakkannu1, Roshini P fine aggregate and water. Concrete is good in The production of cement results in emission of many compression and weak in tension. The major greenhouse gases in atmosphere, which are responding disadvantages of concrete are brittleness and crack properties for global warming. The waste material formation which decreases the strength and durability having cementing properties which can be added in of structure. cement concrete as partial replacement of cement, The different types of concrete are lime concrete, without compromising on its strength and durability, asphalt concrete, gypsum concrete, polymer concrete, which will results in decrease of cement production high performance concrete and nano concrete etc., lime thus reduction in emission in greenhouse gases. The ground granulated blast furnace slag (GGBS) is a waste product from the iron manufacturing industry, which Volume IX Issue V MAY 2020 Page No : 376 Science, Technology and Development ISSN : 0950-0707 may be used as partial replacement of cement in waste material has been emphasized. Partial concrete due to its inherent cementing properties. In replacement of cement by varying percentage of marble this study Ground Granulated Blast Furnace Slag dust Powder powder reveals that increased waste (GGBS) was partially replaced as 0%, 10%, 20%, 30%, marble dust powder ratio result in increased and 40% in place of cement in concrete. Concrete are workability and compressive strengths of the concrete made for M -30 mix and the cubes, cylinders and Marble Dust Powder is settled by sedimentation and prisms are casted for 7, 14 & 28 days of age in order to then dumped away, which results in environmental find out the optimum percentage of replacement of contamination, in addition to forming dust in summer GGBS in concrete. and threatening both agriculture and public wellness.. In this research work, Marble Dust Powder has Chaithra H, Pramod K, Dr.Chandrashekara replaced the (OPC & PPC) cement accordingly in the Concrete is the most widely used construction material reach of 0%, 5%, 10%, 15% 20%, & 25% by weight of in civil engineering industry because of its high M-20 grade concrete. Concrete mixtures were structural strength and stability. The concrete industry developed, tested and compared in terms of is constantly looking for supplementary cementitious compressive strength to the conventional concrete. The material with the objective of reducing the solid waste purpose of the investigation is to analyze the behavior disposal problem. Ground granulated blast furnace slag of concrete while replacing the Marble Dust Powder (GGBS) and Quarry sand (QS) are among the solid with Different proportions in concrete. wastes generated by industry. The global consumption of natural sand is too high due to its extensive use in Ranjan Kumar, Shyam Kishor Kumar concrete. The demand for natural sand is quite high in The waste generated from the industries cause developing countries owing to rapid infrastructural environmental problems. Hence the reuse of this waste growth which results supply scarcity. This paper material can be emphasized. Marble Dust Powder describes the feasibility of using waste in concrete (MDP) is a developing composite material that will production as a partial replacement of cement and sand. allow the concrète industry to optimise materiel use, The cement has been replaced by GGBS in the range of generate economic benefits and build structures that 30%, 40% and 50% by weight of cement, quarry sand will strong, durable and sensitive to environnement. in the range of 40%, 50% and 60% by weight of cement MDP is by-product obtained during the quarrying for M40 grade mix. Slump test was carried on fresh process from the parent marble rock; which contains concrete while compressive strength, split tensile high calcium oxide content of more than 50%. The strength and flexural strength were carried on hardened potential use of MDP can be an ideal choice for concrete. The cube, beams and cylinders are tested for substituting in a cementitious binder as the reactivity compressive, Flexural and tensile strengths. It is found efficiency increases due to the presence of lime. In this that by the partial replacement of cement with GGBS research work, the waste MDP passing through 90 and sand with Quarry sand helped in improving the microns, has used for investigating of hardened strength of the concrete substantially compared to concrete properties. Furthermore, the effect of different normal mix concrete. These tests are carried out to percentage replacement of MDP on the compressive determine the mechanical properties of concrete up to strength, splitting tensile strength (Indirect tensile 7, 28, 56, 90 days for compressive strength, 28 days for strength) & flexural strength has been observed. In this split tensile strength and flexural strength. experimental study, the effect of MDP in concrete on strength is presented. Five concrete mixtures Anand V, A.V. Pradeep Kumar Aneesh, V Bhat containing 0%, 5%, 10%, and 20% MDP as cement This paper reports the effect of high volume of GGBS replacement by weight basis has been prepared. on the properties of structural concrete. In this study, Water/cement ratio (0.43) was kept constant, in all the GGBS is physically and chemically characterized and concrete mixes. Compressive strength, split tensile partially replaced in the ratio of 10% to 90% by weight strength & flexural strength of the concrete mixtures of cement. The fresh properties of GGBS concrete like has been obtained at 7 and 28 days. The results of the slump test and hardened properties like compressive laboratory work showed that replacement of cement strength, Split tensile strength, Modulus of Elasticity with MDP increase, up to 10% for compressive are carried out. In addition to this the carbon foot prints strength, & up to 15% for split tensile strength & are also calculated and the savings per capita per year is flexural strength of concrete. determined for reduction of usage of cement. The test results indicated that fresh and hardened properties of K.Kalpana et al the GGBS concrete increases as the percentage of The fibers are most effective material to concrete replacement of GGBS increases up to certain extent. strength. Hemp (Cannabis sativa) is an agricultural crop that can be used as a building material. Hemp Vijaya Kumar YM, Shruti D concrete has many advantages as a building material Leaving the waste materials to the environment directly but it is not load-bearing and must be used in can cause environmental problem. Hence the reuse of combination with a load-bearing wooden frame.
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