TY - JOUR
T1 - Evaluating the mechanical performance and durability of cement mortars incorporating sesame shells as partial cement and sand replacement
AU - Al-Luhybi, Ashtar S.
AU - Ali, Taghreed Khaleefa Mohammed
AU - Qader, Diyar N.
AU - Ali, Mujahid
AU - Maureira-Carsalade, Nelson
AU - Parra, Pablo Fernando
AU - Avudaiappan, Siva
N1 - Publisher Copyright:
© The Author(s) 2025.
PY - 2025/12
Y1 - 2025/12
N2 - This study examines the mechanical and durability behaviors of cement mortar containing sesame shells (SS) as partial substitutes of cement and sand with regard to sustainable construction using an agricultural by-product. Three types of SS—raw powder, vinegar-treated powder and vinegar-thermal-treated powder (250 °C)—were used as the fine aggregate replacements at 1%, 2%, and 3% by weight. Mechanical performances (compressive strength, dry density) and durability (UPV, water absorption, water porosity, workability) of the composites were investigated in a systematic manner. Results show that substituting sand with SS causes a significant decrease in the compressive strength (up to 54% at 3%of replacement) and the increase in porosity and water absorption that compromised the durability. On the contrary, the use of SS, particularly the treated one, caused strength decrease (up to 42.3%) with improved durability properties specifically lower porosity (8.84%) and lower water absorption (1.7%). UPV of all mixes were above 4.2 km/s representing good internal consistency. Error bars were included in all test figures with replicate specimens to properly demonstrate the variation and to reinforce the reliability of the data. The findings suggest that the optimal use of SS is as a 3% cement replacement in treated form, offering an environmentally friendly alternative with acceptable mechanical performance and significantly improved durability.
AB - This study examines the mechanical and durability behaviors of cement mortar containing sesame shells (SS) as partial substitutes of cement and sand with regard to sustainable construction using an agricultural by-product. Three types of SS—raw powder, vinegar-treated powder and vinegar-thermal-treated powder (250 °C)—were used as the fine aggregate replacements at 1%, 2%, and 3% by weight. Mechanical performances (compressive strength, dry density) and durability (UPV, water absorption, water porosity, workability) of the composites were investigated in a systematic manner. Results show that substituting sand with SS causes a significant decrease in the compressive strength (up to 54% at 3%of replacement) and the increase in porosity and water absorption that compromised the durability. On the contrary, the use of SS, particularly the treated one, caused strength decrease (up to 42.3%) with improved durability properties specifically lower porosity (8.84%) and lower water absorption (1.7%). UPV of all mixes were above 4.2 km/s representing good internal consistency. Error bars were included in all test figures with replicate specimens to properly demonstrate the variation and to reinforce the reliability of the data. The findings suggest that the optimal use of SS is as a 3% cement replacement in treated form, offering an environmentally friendly alternative with acceptable mechanical performance and significantly improved durability.
KW - Compressive strength
KW - Dry density
KW - Porosity
KW - Sesame shells
KW - Ultrasonic velocity
KW - Water absorption
UR - https://www.scopus.com/pages/publications/105009546508
U2 - 10.1038/s41598-025-07753-5
DO - 10.1038/s41598-025-07753-5
M3 - Article
AN - SCOPUS:105009546508
SN - 2045-2322
VL - 15
JO - Scientific Reports
JF - Scientific Reports
IS - 1
M1 - 21875
ER -