Optimizing Cement Use in Sustainable Sandcrete Blocks: Standardizing Low-Strength Mortar Testing and Evaluating BYF Cement Feasibility
Publicerad
Författare
Typ
Examensarbete för masterexamen
Master's Thesis
Master's Thesis
Modellbyggare
Tidskriftstitel
ISSN
Volymtitel
Utgivare
Sammanfattning
The urgent demand for sustainable and cost-effective construction materials has prompted the exploration of alternative binders to conventional Portland cement. However, a significant methodological gap persists, where alternative binders intended for low-strength mortars are often evaluated using the EN 196-1 standard, which is designed for high-strength cementitious systems and thus not representative of low-strength performance contexts such as sandcrete block production.
This study investigates the technical feasibility of Belite-Ye'elimite-Ferrite (BYF) cement as an alternative binder for low-strength applications, with a particular focus on sandcrete block production for sustainable construction in Sub-Saharan Africa. It introduces a modified testing methodology that adapts standard procedures to the low-strength context. Key modifications include the use of mix design representative of low-strength mortar anchored on bulk density control, and a reduction in specimen replicates from six to three to reflect the operational characteristics of tailored adjustments to casting and compaction protocols.
Experimental results demonstrate that BYF cement specimen at 7% cement content and 14% water content achieves a comparable 1-, 7- and 28-day compressive strength to Portland cement specimen at 7% cement and 11% water (4.5MPa, 5.2 MPa, and 6.7 MPa vs 1.9 MPa, 4.1 MPa, and 6.1MPa respectively), with improved repeatability and reduced variability in test outcomes. Further analysis shows that BYF at 5% cement content and 11% water content achieves a comparable result (3.73 MPa, 6.3 MPa, and 6.7 MPa respectively). XRD analysis confirms early and sustained strength development, supporting its viability as a low-carbon alternative binder. Regression analysis further established a moderate correlation (R² = 0.4046) between bulk density and compressive strength, with compaction shown to be a critical variable.
The findings support the technical feasibility of BYF cement as a low-carbon alternative for low-cost housing applications and proposes a reproducible testing methodology for evaluating low-strength binders. However, further research is needed on durability performance, field application, and economic feasibility to support broader adoption.
Key words: BYF cement, Portland Cement, Low-strength Application, Sustainable Sandcrete Blocks, EN 196-1 Modified Testing Method, Compressive Strength, Bulk Density, Sub-Saharan Africa, Cement Hydration.
Beskrivning
Ämne/nyckelord
BYF cement, Portland Cement, Low-strength Application, Sustainable Sandcrete Blocks, EN 196-1 Modified Testing Method, Compressive Strength, Bulk Density, Sub-Saharan Africa, Cement Hydration
