American Journal of Engineering Research (AJER), 2(5), 55-60. The Strength of Blended Cement Sandcrete and Soilcrete Blocks Containing Cassava Waste Ash and Plantain Leaf Ash. Journal of Advance Research in Applied Mechanics, 59(1), 1-9. Compressive Strength of Eco-Processed Pozzolan Concrete Under Chloride and Sulphate Exposure. The guideline and standard indoor environment design, Malaysian climate recommended for indoor temperature. BS EN 1015 18:2002: Determination of water absorption coefficient due to the capillary action of hardened mortar.BS EN 1015 11:1999: Method of testing for the mortar masonry – the determination of flexural and compressive strength of hardened mortar.BS EN 998 2:2010: Specification for mortar for masonry.BS EN 771 3:2011: Specification for masonry units: Aggregates concrete masonry units (Dense and Lightweight aggregates).BS EN 771 2:2011: Specification for masonry units: Calcium silicate masonry units.BS EN 771 1:2011: Specification for masonry units: Clay masonry units.BS EN 12390:2000: Specification of testing machine and its suitability for test machine to specify the specimen sizes manually.BS EN 197 1:2011: Cement composition, specification and conformity criteria for common cement.BS 4551 1:1998: Method of testing mortars, screeds and plasters – physical testing – mix, mold and cure.BS 5628 3:2001: Materials and components, design and workmanship refer to a code of practices for the use of masonry.BS 5628 1:2005: Structure use of unreinforced masonry and code of practice for use of masonry.BS 882:1992: Specification for aggregates from natural sources for concrete.Method for determination of the fire resistance of non-loadbearing elements of construction. BS 476 22:1987: Fire tests on building materials and structures.BS 410 1:1000: Sieve analysis test for the fine aggregate passed through sieving trays to determine grading and percentage.BS 3148:1980: Water use for making concrete (including notes on the suitability of the water).The Journal of Wuhan University of Technology-Mater. Effect of Sand Content on Strength and Pore Structure of Cement Mortar. Huge number of artificial waste materials can be supplementary cementitious material (SCM) for concrete production – A review part II. Sandcrete Blocks and Quality Management in Nigeria Building Industry, Journal of Engineering, Project, and Production Management, 2, 37-46. Epistemics in Science Engineering and Technology, 3, 272-277. Quality assessment of Sandcrete blocks in Ibadan A review. International Journal of Engineering Science Inventions, 2(5), 22-33. Strength properties of commercially produced sandcrete blocks in Akure, Ondo State. Leonardo Electronic Journal of Practice and Technologies, 16, 189-200. Performance of Laterite-Cement Blocks as Walling Units in Relation to Sandcrete Blocks. Rainwater, Wall surfaces, Water absorption, Compressive strength, Conventional cement-sand brick As stated by the BS 5628 1:2005,ġ1.28 N/mm 2 classified as M12(i), designation 50, with the strength of 11.6 N/mm 2 for 24 hours and 10.28 N/mm 2Ĭlassified as M12 (i), designation 40, with the strength of 10.0 N/mm 2 for 7, 14 and 28 days. The compressive strength was conducted on the dry and wet conditions of conventional cement-sand bricks for 24 hours, 7, 14 and 28 days showed theĬompressive strength of dry conditions are 11.28 N/mm 2, 10.28 N/mm 2, 10.27 N/mm 2 and 10.27 N/mm 2 and Shows water was absorbed by conventional cement-sand bricks are 5.94%, 6.09%, 6.12% and 6.23%, results revealed conventional cement-sand bricks are porous. The water absorption was conducted for 24 hours, 7, 14 and 28 days Having bubbling paint, crumbling plaster, powdery deposits and crack fissures on wall surfaces. Heavy rainfall during rainy seasons dampens building brick walls resulting This research was conducted on the conventional cement-sand bricks from the market.
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