Abstract
The scientists are mainly concentrating to develop the specialized concretes, to enhance the service life of the buildings and to provide satisfactory performance under aggressive environments. With the powerful dispersion capability and flexibility in molecular design, PC admixtures enable the production of concrete at low water–cement ratio with high workability. The durability problems of reinforced cement–concrete structures and the increasing use of concrete in exposure like sea water and acidic environment are creating new demands on the concrete material. This research work intended to develop M70 grade structural concrete using chemical admixture only. M70 grade structural concrete was casted, cured and tested by performing experiments like compression test (150-mm-diameter and 300-mm-height cylinders and on 150 mm × 150 mm × 150 mm size cubes), ultrasonic pulse velocity test and flexural strength test (150 mm × 150 mm × 700 mm size beams), split tensile test (150 mm diameter × 300 mm height cylinders), sorptivity test (100-mm-diameter, 50-mm-thickness specimen), sea water and acid attack test (150 mm × 150 mm × 150 mm size cubes) and accelerated corrosion test (100-mm-diameter and 200-mm-height cylinders). Results showed that M70 grade structural concrete possesses better durability properties and can be better improved by suitable addition of mineral admixture/admixtures.
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References
Aitcin PC (2011) High-performance concrete (2004). Taylor & Francis e-Library, New York
ASTM C1585-04 (2007) Standard test method for measurement of rate of absorption of water by hydraulic cement concretes. ASTM International
ASTM G1-90 (1999) Standard practice for preparing, cleaning and evaluating corrosion test specimens. ASTM International
IS 12269 (1987) Specification for 53 grade ordinary Portland cement. Bureau of Indian Standards, New Delhi
IS 13311 (1992) Part 1, Non destructive testing of concrete-methods of test, ultrasonic pulse velocity. Bureau of Indian Standards, New Delhi
IS 383 (1987) Specification for coarse and fine aggregate from natural sources for concrete. Bureau of Indian Standards, New Delhi
IS 516 (1959) Methods of tests for strength of concrete. Bureau of Indian Standards, New Delhi
IS 5816 (1999) Splitting tensile strength of concrete-method of test. Bureau of Indian Standards, New Delhi
IS 9103 (1999) Concrete admixtures-specifications. Bureau of Indian Standards, New Delhi
Kockal NU (2013) Effects of Elevated temperature and re-curing on the properties of mortars containing industrial waste materials. IJST Trans Civil Eng 37(C1):67–76
Perumal K, Sundararajan R (2004) Effect of partial replacement of cement with silica fume on the strength and durability characteristics of high performance concrete. 29th Conference on our World in Concrete and Structures, Singapore, 397–404
Saravanakumar P, Dhinakaran G (2015) Mechanical and durability properties of slag based recycled aggregate concrete. IJST Trans Civil Eng 39(C2):271–282
Sashidhar C, Sudarsana Rao H (2010) Durability studies on concrete with wood ash additive. 35th Conference on our World in Concrete and Structures. http://cipremier.com/100035048
Sengupta AK, Menon D (2012) Prestressed concrete structures. E Learning course. nptel.iitm.ac.in
Shah A, Khan S, Khan R, Jan IU (2013) Effect of High Range Water Reducers (HRWR) on the properties and strength development characteristics of fresh and hardened concrete. IJST Trans Civil Eng 37(C):513–517
Shannag MJ, Shaia HA (2003) Sulfate resistance of high-performance concrete. Cement Concr Compos 25(3):363–369
Sudarsana Rao H, Ghorpade VG, Somasekharaiah HM (2012) Durability studies on metakaolin based glass fibre reinforced high performance concrete. Int J Adv Sci Res Technol 2(2):204–211
Vejmelkova E, Keppert M, Rovnanikova P, Ondracek M, Kersner Z, Cerny R (2012) Properties of high performance concrete containing fine ground ceramics as supplementary cementitious material. Cement Concr Compos 34(1):55–61
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The Authors wish to acknowledge C S Patel Institute of Technology, Charotar University of Science and Technology, Changa, Gujarat, India for providing all the facilities for carrying out this work.
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Patel, V., Shah, N. Durability Study of M70 Grade Structural Concrete. Iran J Sci Technol Trans Civ Eng 41, 241–248 (2017). https://doi.org/10.1007/s40996-016-0046-8
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DOI: https://doi.org/10.1007/s40996-016-0046-8