Performance Evaluation of Concrete Incorporating Crushed Date Kernel Using TOPSIS Method

While recent research has extensively investigated the feasibility of incorporating various agricultural by-products as aggregate replacements in concrete, the specific potential of crushed date kernel (CDK) remains insufficiently characterized despite their abundance. This study evaluates the performance of concrete incorporating CDK as a partial replacement for fine aggregates at volumetric ratios ranging from 5% to 30%. The experimental program was oriented to find the major properties of the mixes, such as compressive strength, splitting tensile strength, flexural strength, and bonding, in addition to the Ultrasonic Pulse Velocity, water absorption, density, and thermal conductivity. The compressive strength of the standard mixture was 26.73 MPa, the flexural strength was 4.47 MPa, and the thermal conductivity was 1.99 W/m·K after 28 days. A compressive strength of 26.78 MPa was recorded for a 5% substitution, but the flexural strength of 4.85 MPa was greater, along with a reduction in the thermal conductivity of 1.86 W/m·K. Higher replacement ratios led to a gradual loss of mechanical strength, whereas 30% replacement gave a corresponding stress of 19.65 MPa. However, thermal conductivity continued to decrease to a value of 1.27 W/m·K, indicating a better insulation capacity. Furthermore, the TOPSIS multi-criteria decision-making analysis demonstrated a robust classification across multiple weighting combinations. The analysis identified the 5% replacement ratio as the optimum for operating and the 10% replacement as optimum on a sustainability basis.