Geotechnical Appraisal and Geological Influence on Road Failure: A New Perspective in Geotechnical Engineering

Authors : Osakpolor Marvellous OMOROGİEVA, Isaac OKİTİ

Pages : 124-132

View : 40 | Download : 9

Publication Date : 2021-11-01

Article Type : Research Paper

Abstract :Four samples of red tropical soils insert ignore into journalissuearticles values(RTSs); were obtained were obtained along 164 km Benin-Auchi-Igarra Highway at notable points/places which include Etete insert ignore into journalissuearticles values(Benin City);, Sabo insert ignore into journalissuearticles values(Auchi);, Ikpeshi and Igarra with the aim of determining their geotechnical properties in ascertaining the causes of the incessant road failure often recorded along the road network as well as the geology of the environment. The tests carried out in accordance with the British Standard Institution insert ignore into journalissuearticles values(BSI);, Unified Soil Classification System insert ignore into journalissuearticles values(USCS);and American Association of State Highway and Transportation Officials insert ignore into journalissuearticles values(AASHTO); include; Atterberg limits tests, particle size distribution insert ignore into journalissuearticles values(PSD);, specific gravity insert ignore into journalissuearticles values(Gs);, compaction characteristics and California Bearing Ratio insert ignore into journalissuearticles values(CBR);.Based on USCS classification, Etete insert ignore into journalissuearticles values(Benin City);, Sabo insert ignore into journalissuearticles values(Auchi); and Ikpeshi have high percentage of sand with little silt insert ignore into journalissuearticles values(silt sand); whereas Igarra soil contains more of silt with little sand insert ignore into journalissuearticles values(sand silt);. Conversely, AASHTO classification puts Etete insert ignore into journalissuearticles values(Benin); and Ikpeshi as A-2-4, Sabo insert ignore into journalissuearticles values(Auchi); as A-3 and Igarra as A-2-7, respectively. These classifications are good to excellent but cannot be applied as sub-base nor base course for roads construction because of their mineralogy and or chemical composition. However, they are better material for sub-grade; hence, result values from Benin, Auchi and Ikpeshi can serve as a good sub-grade material, while Igarra soil can serve as a sub-grade material for class S1 road designed to have a minimum thickness of 250 mm. Ultimately, it is advised that soils with low bearing capacity should be stabilized by compaction in order to yield maximum strength on the dry side of their respective optimum moisture content insert ignore into journalissuearticles values(OMC);. The study concludes that the incessant road failure is attributed the wrong uses of TRSs as sub base and base course and non-consideration of the geological influence of the source material.
Keywords : Road failure, Earth material, Geology, Geotechnical, Incessant

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