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IJRET: International Journal of Research in Engineering and Technology eISSN: 2319-1163 | pISSN: 2321-7308 4. CONCLUSION 1. The HDPE concrete has shown slight improvement in all properties when compared with the conventional concrete. Compressive strength by 10.63% Split tensile strength by 15.76% Flexural strength by 13.9% 2. HDPE fibres are mainly drawn from cement bags, the entire construction site will be free from its own nbiodegradable waste, as one cum of HDPE fibre reinforced concrete requires 50 bags at 3.0% of fibres by volume. 3. HDPE fibre reinforced concrete it durable as it improved the strength gradually by 11.25% at 7days and 10.63% increase after 28days. 4. Jute plastic cement bags can be used immediately after using the cement in the site. 5. NBD – FRC can be used in sewerage pipes, manhole covers, compound walls, retaining walls etc. 1. Further work can be investigated for durability for individual and mixture of fibres. 2. Further study by replacing the same amount of cement by volume. 3. Further study on scc LIMITATIONS Aspect ratio should be 100 to 150. REFERENCES [1]. A.K. Shrivastava, A.K. Sahu, M.Shukla and A.Ksaclan “Impact resistance of fiber reinforced concrete “ Advances in cement in concrete – pg – 80. [2]. Ashour S.A. and Wafa, F.F (1993), “Flexural behavior of high strength fiber reinforced concrete beams”. ACI Structural Journal, May-June 1993, Vol. 90, No.3, PP 279 – 287. Eight high – strength concrete beams with different 28 days Compressive Strength with varying % of HDPE 7 days Compressive Strength with varying % of HDPE _______________________________________________________________________________________ Volume: 04 Special Issue: 13 | ICISE-2015 | Dec-2015, Available @ http://www.ijret.org 346PDF Image | STRENGTH CHARACTERISTICS OF HDPE CONCRETE
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