1.
Oad M, Buller AH, Memon BA, Memon NA. Flexural Stress-Strain Behavior of RC Beams Made with Partial Replacement of Coarse Aggregates with Coarse Aggregates from Old Concrete: Part-1: 1:2:4 Ratio. Eng. Technol. Appl. Sci. Res. [Internet]. 2018 Jun. 19 [cited 2024 Nov. 24];8(3):3048-53. Available from: https://etasr.com/index.php/ETASR/article/view/1982