Composition, Engineering and Industrial Significance of Soil Deposits along Major Highways in Ondo State, Nigeria
Author(s) -
Olumuyiwa Olusola Falowo
Publication year - 2018
Publication title -
journal of engineering research and reports
Language(s) - English
Resource type - Journals
ISSN - 2582-2926
DOI - 10.9734/jerr/2018/v1i29806
Subject(s) - atterberg limits , laterite , soil water , soil test , california bearing ratio , subbase , sesquioxide , geology , gneiss , geotechnical engineering , road construction , compaction , environmental science , mining engineering , geochemistry , metallurgy , soil science , metamorphic rock , materials science , engineering , mathematics , nickel , discrete mathematics , general topology , topological space , construction engineering , extension topology
Geochemical and geotechnical studies of soil deposits along some highways in Ondo State were investigated. Field mapping revealed an underlying basement rock suite comprising granite, granite gneiss, migmatite, and schist. The geochemical analysis employed X-ray fluorescence and Atomic Absorption Spectrophotometer (AAS) to determine the major and minor oxide geochemistry while particle size analysis test, Atterberg limit test, compaction test, specific gravity, triaxial compression test and California bearing ratio were determined following the British Standards (BS-1337). Abundances of major elements show a predominant (43.4–61.30%), (18.30–33.70%), and (14.50–23.28%) constitute over 95% of the bulk chemical compositions. Other constituents include , and 0 . The silica:sesquioxide ratio of the soil shows that all sampled soil are true laterite except samples AL-1 and AF-1 (are lateritic) which correspond to samples taken from sites 1 and 3 respectively. However, the soils satisfy Federal Ministry of Works and Housing of Nigeria and AASHTO recommended standard for subgrade and subbase/base foundation construction materials, but samples AL-3, OF-2, and OF-4 need to be graded with sand or gravel to reduce its plasticity, while only sample AL-2 can serve as base course material for highway construction. It’s concluded from the results that the tested soils have more engineering Original Research Article Falowo; JERR, 1(2): 1-15, 2018; Article no.JERR.41866 2 applications than industrial usage since only samples from sites 1 and 3 can serve as ceramic material and brick clay provided the alumina and iron contents are reduced. The soils in their raw state, may not be able to serve as fillers and coating materials in the paint and cosmetic industries, generally due to an amount of sand in the samples (above 50%), which makes them unsuitable.
Accelerating Research
Robert Robinson Avenue,
Oxford Science Park, Oxford
OX4 4GP, United Kingdom
Address
John Eccles HouseRobert Robinson Avenue,
Oxford Science Park, Oxford
OX4 4GP, United Kingdom