Abstract
The suitability of locally available non-woven fabric as controlled permeable formwork liner in different grades of concrete (M20, M30 & M40) was studied. The performance of conventional steel formwork concrete and non-woven fabric liner concrete were compared. From the test results, the properties of the non-woven fabric liner concrete were superior to those of the conventional steel formwork concrete. The performance of non-woven fabric liner was notable in M20 concrete grade. Overall, the use of locally available non-woven fabric liner in different grades of concrete resulted in a strong and dense cover concrete pertaining to a durable reinforced concrete structures.
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