Production and testing of lateritic interlocking blocks

Raheem, A A; Falola, O O and Adeyeye, K J (2012) Production and testing of lateritic interlocking blocks. Journal of Construction in Developing Countries, 17(1), pp. 35-50. ISSN 1823-6499

Abstract

The production and testing of lateritic interlocking blocks were examined. The experiments involved the production of 250 × 130 × 220 mm3 interlocking blocks with laterite samples obtained from Aroje (Ogbomoso North L.G), Olomi (Ogbomoso South L.G), Idioro (Surulere L.G) and Tewure (Orire L.G) using a locally fabricated manual steel mould and a 4.5 kg rammer. The blocks were tested in the laboratory to determine their compressive strength, water absorption and resistance to abrasion. The results indicated that all of the stabilised blocks satisfied the minimum 28 day wet compressive strength of 1.0 Nmm-2 recommended by the Nigeria Building and Road Research Institute. The minimum seven day dry compressive strength for 5% cement stabilised blocks of not less than 1.60 Nmm-2, as recommended in the National Building Code, was not satisfied by all of the blocks. However, with 10% cement stabilisation, blocks from Olomi and Idioro laterites satisfied the minimum seven day strength with values of 2.13 Nmm -2 and 1.62 Nmm -2, respectively. Only laterites from Olomi and Idioro that met the minimum seven day requirements were concluded to be suitable for the production of interlocking blocks in southwestern Nigeria.

Item Type: Article
Uncontrolled Keywords: compressive strength; durability; interlocking block; laterite; ordinary portland cement
Index terms: laboratory, compressive strength, ordinary Portland cement, durability, interlocking block, water absorption, laterite, building code, experiment, research institute, stabilization, Nigeria, mould, testing
Subjects: water management, regulatory law, research management, environmental hazards, building materials, material degradation and durability, economic analysis, Geography, data collection methods, professional practice, material analysis and testing, materials science, research organizations
Topics: Legal Issues, Geographical Context, Business Strategy, Sustainability, Engineering Principles, Research Practice, Construction Materials
Descriptive scope: 3 PCE

N.B. Descriptive scope is a count of how many of the five facets of empirical research are indicated by the words used in title, abstract and keywords. It is not intended as a judgement on the research; merely a count of the kind of word we would expect to indicate Phenomenon, Concepts, Theoretical framing, Empirical techniques, Analytical techniques. If all five are present, then a code of “5 PCTEA” will indicate this. If you feel the coding for this record is questionable, we welcome discussion around the terms we matched or the way we categorized them. The facet you would expect may not be coded, or a facet may be coded inappropriately. This can also bear on a larger question, of which facets should be treated as defining in construction management research. Please get in touch, and we will look at it. More details here