The durability characteristics of Engineered Cementitious Composites (ECC) with various fibers such as polypropylene and glass were investigated in view of developing composites with high resistance to cracking. ECC offer large potential for durable civil infrastructure due to their high tensile strain capacity and controlled micro-crack width. In this study, fibre volume fractions (0.5%, 1%, 1.5%, and 2%) of both polypropylene and glass fibers varied and durability measures such as a rapid chloride penetration test, sorptivity, water absorption, acid attack, and sulphate attack were measured. Increasing the fiber content up to 1.5% improved the durability properties of ECC. The test results indicate that the glass fiber-reinforced Engineered Cementitious Composites have better durability characteristics than polypropylene fiber-reinforced ECC.

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Recent researches in literature have established that the overall life of mortar used in plastering works can be improved by the self-healing processes. Cracking of mortar plasters is a common hurdle due to the intrinsic brittleness of the material. This will result in severe loss of durability and water tightness. There are various methods to prevent this problem, such as adding glass fibers to the mortar mix which prevents shrinkage cracks is one among them and another way to do it is with the help of microorganisms that precipitates calcium carbonate which fills the cracks. But not all kinds of bacteria will precipitate calcium carbonate. Even if it does it should survive under extreme conditions present in mortar. The species called bacillus is a kind which fulfills those conditions is used in this project. The two bacteria namely “Bacillus Subtilis” and “Bacillus Megaterium” were isolated by taking 10g rhizosphere soil and they are cultured. The objective of this project is to compare the productivity of two bacteria. Along with this, a material called metakaolin is also used in combination with bacteria and its efficiency is also checked. The use of metakaolin (kaolinite) in this project increases compressive strength, decreases the heat of hydration which in turn increases the efficiency of calcium carbonate (CaCO3) precipitation along with bacteria. Mortar cubes are cast in different combinations to observe the compressive strength by Compression Test, healing capacity of mortar through Ultrasonic Pulse Velocity (UPV) Test and the precipitated amount of calcium carbonate via X-ray Diffraction Test. Also, the durability of mortar cubes has been identified using Water Absorption Test and Sorptivity Test.

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