Effect of Partial Relacement of Fine Aggregates With Sawdust on the Compressive Strength of Hollow Sandcrete Blocks
Student: RAPHAEL ODIANOSE ENOSEGBE (Project, 2025)
Department of Civil Engineering
University of Benin, Benin City, Edo State
Abstract
The construction industry constantly seeks sustainable and innovative materials to address environmental concerns. This research investigates the viability of utilizing sawdust as a partial replacement for fine aggregates in the production of sandcrete blocks, with a focus on understanding its impact on compressive strength. The primary aim is to explore eco-friendly alternatives without compromising the structural integrity of the blocks. The objectives of this study are two-fold: firstly, to assess the effects of varying percentages of sawdust as a replacement for fine aggregates on the compressive strength of sandcrete blocks; and secondly, to analyze the feasibility of incorporating sawdust into traditional construction practices. The nature of the work involves laboratory experiments, material testing, and statistical analysis to draw conclusive findings.
Methodology employed in this research comprises the systematic replacement of fine aggregates in sandcrete block mixes with varying percentages of sawdust, ranging from 0% to 20%. The investigation revealed that as the proportion of sawdust increased in replacement of sand, water absorption also increased. Notably, the sandcrete hollow blocks made with 80% sand and 20% sawdust replacement after 28 days of curing exhibited the highest water absorption capacity. Furthermore, the density of the hollow blocks decreased as the amount of sawdust used increased, according to the findings of this study.
At 28 days, the compressive strength of sandcrete hollow blocks with 5% sawdust replacement ranged from 1.21 to 1.48 N/mm2, which is below the minimum required standard of 2.0 N/mm2 specified by the Nigeria National Building Code for non-load-bearing walls. Moreover, the compressive strength results for sawdust replacement levels of 10%, 15%, and 20% ranged from 0.71 to 0.55 N/mm2, also falling short of the required minimum standard of 2.0 N/mm2 set by the Nigerian National Building Code for non-load-bearing walls.
Keywords
For the full publication, please contact the author directly at: raphael.enosegbe@eng.uniben.edu
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Institutions
- Adeseun Ogundoyin Polytechnic, Eruwa, Oyo State 1
- Adeyemi College of Education, Ondo State. (affl To Oau, Ile-Ife) 68
- Ahmadu Bello University, Zaria, Kaduna State 101
- Air Force Institute of Technology (Degree), Kaduna, Kaduna State 11
- Air Force Institute of Technology, Kaduna, Kaduna State 2
- Akanu Ibiam Federal Polytechnic, Unwana, Afikpo, Ebonyi State 6
- Akwa Ibom State University, Ikot-Akpaden, Akwa Ibom State 53
- Akwa Ibom State College of Edu, Afaha-Nsit (Affl To Uni Uyo), Akwa Ibom State 2
- AKWA-IBOM STATE POLYTECHNIC (IEI), IKOT-OSURUA, AKWA IBOM STATE 41
- Akwa-Ibom State Polytechnic, Ikot-Osurua, Akwa Ibom State 32