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Performance of Concrete by the Addition of Bio-Cement on Ultrasonic Pulse Velocity

  • K. Chandramouli,
  • R. Santhi Kala,
  • N. Pannirselvam

摘要

Construction materials such as concrete are widely used and the majority of civil structures are made of concrete. Yet, because of its fragility and weak tensile strength, cracking was inevitable while it was in use. Concrete constructions are designed in accordance with predetermined parameters that permit cracks to be up to 0.2 mm thick in order to create impermeable concrete. Such minor cracks, which are typically disregarded, do not immediately impair concrete structure. Also, certain types of concrete have a specific crack-mending ability and can automatically patch up small cracks. As a fracture widens over time, water seeps in and interacts with the elements, causing large cracks. In conventional concrete, extensive cracks were observed to act naturally repaired, and fissures recovered if they contained tiny life. The main idea behind adding bio-cement to concrete is that microorganisms can regulate small cracks in the concrete before they grow larger and start to encourage wider fissures. When applied to fresh concrete, the bacterial approach causes calcite to precipitate in the voids, increasing the strength and decreasing the perviousness of the concrete. 5% Bacillus pasteurii and 95% urea and calcium lactate are combined to make bio-cement. Compressive strength, ultrasonic pulse velocity for conventional concrete and bio-concrete were analyzed in this study by adding optimized 1% bio-cement by weight of cement, and an empirical relationship developed between compressive strength and UPV at curing periods of 7, 28, 56, and 90 days for M40 and M60 grades of concrete.