Biochar Produced from Saudi Agriculture Waste as a Cement Additive for Improved Mechanical and Durability Properties—SWOT Analysis and Techno-Economic Assessment

• Published in: Materials Vol. 15; no. 15; p. 5345
• Main Authors: Khan, Kaffayatullah, Aziz, Muhammad Arif, Zubair, Mukarram, Amin, Muhammad Nasir
• Format: Journal Article
• Language: English
• Published: Switzerland MDPI AG 03.08.2022; MDPI
• Subjects: Agricultural wastes; Agriculture; Carbon dioxide; Cement; Compressive strength; Concrete mixing; Construction industry; Decision analysis; Density; Durability; Economic analysis; Electrical resistivity; Emissions; Extreme environments; Flexural strength; Landfill; Mechanical properties; Mixtures; Particle size; Raw materials; Structural integrity; SWOT analysis; Threat evaluation; Waste materials; compressive strength; durability properties; techno-economic analysis; biochar; green concrete; SWOT
• ISSN: 1996-1944; 1996-1944
• DOI: 10.3390/ma15155345

The Kingdom of Saudi Arabia generates an enormous amount of date palm waste, causing severe environmental concerns. Green and strong concrete is increasingly demanded due to low carbon footprints and better performance. In this research work, biochar derived from locally available agriculture waste (date palm fronds) was used as an additive to produce high-strength and durable concrete. Mechanical properties such as compressive and flexural strength were evaluated at 7, 14, and 28 days for control and all other mixes containing biochar. In addition, the durability properties of the concrete samples for the mixes were investigated by performing electric resistivity and ultra-sonic pulse velocity testing. Finally, a SWOT (strengths, weaknesses, opportunities, and threats) analysis was carried out to make strategic decisions about biochar’s use in concrete. The results demonstrated that the compressive strength of concrete increased to 28–29% with the addition of 0.75–1.5 wt% of biochar. Biochar-concrete containing 0.75 wt% of biochar showed 16% higher flexural strength than the control specimen. The high ultrasonic pulse velocity (UPV) values (>7.79 km/s) and low electrical resistivity (<22.4 kΩ-cm) of biochar-based concrete confirm that the addition of biochar resulted in high-quality concrete free from internal flaws, cracks, and better structural integrity. SWOT analysis indicated that biochar-based concrete possessed improved performance than ordinary concrete, is suitable for extreme environments, and has opportunities for circular economy and applications in various construction designs. However, cost and technical shortcomings in biochar production and biochar-concrete mix design are still challenging.