Effect of Material Used in Concrete Mixture on the Foundation Stresses on Soil
2015 (English)In: Engineering, ISSN 1947-3931, E-ISSN 1947-394X, Vol. 7, no 10, 668-675 p.Article in journal (Refereed) Published
Sustainable design, green architecture and sustainable construction are new methods for design and construction that are employed for environmental and economic challenges. Clay and bricks proved as sustainable building materials. In this paper, crush brick in the concrete mixture instead of normal coarse aggregate will be used. STAAD Prov8i software was applied for the designed of a hypothetical building in different sites of the three locations in Iraq (Mosul at the north, Baghdad at the center and Basrah at the south). The input model data used in the software were depending on the field and laboratory tests done for twenty three sites in the three locations of Iraq. Concrete properties values were used in the software for concrete mixture with crushed bricks. The results values of base pressure obtained from the software were low for the three locations. The maximum values of base pressure under the foundation for both the average and the minimum bearing capacity values for Mosul region for the normal strength concrete and air-entrained were (94, 84) kPa and (91, 82) kPa respectively, for Baghdad region were (89, 82) kPa and (86, 81) kPa respectively. Finally, for Basrah, the results for the base pressure were (84, 77) kPa and (82, 76) kPa, respectively. The results values of the base pressure were less for all locations compared with the base pressure values obtained from a previous work for the same locations. The use of crushed brick as aggregate in the concrete mixture is economical due to its availability as local material and it is durable materials with low weight.
Place, publisher, year, edition, pages
2015. Vol. 7, no 10, 668-675 p.
Research subject Soil Mechanics
IdentifiersURN: urn:nbn:se:ltu:diva-16058DOI: 10.4236/eng.2015.710058Local ID: fa3b9b3a-cc0e-40f7-9802-d3cadb6ecdfeOAI: oai:DiVA.org:ltu-16058DiVA: diva2:989034
Validerad; 2015; Nivå 1; 20151030 (nadhir)2016-09-292016-09-29Bibliographically approved