Role of smectite-rich shales in frequent foundation failures in southeast Nigeria

Journal of Earth system science

Chinero Nneka Ayogu2¹  Raphael Iweanya Maduka1²  Gabriel Auodugu Gbakurun3³  Nnadozie Onyekachi Ayogu1² 

[1] Department of Geography, University of Nigeria, Nsukka, Nigeria.$$;Department of Geology, University of Nigeria, Nsukka, Nigeria.$$;Department of Geology, University of Jos, Jos, Nigeria.$$

关键词: Expansive shale;    foundation failure;    weathering;    moisture;    smectites;    clay minerals;   

DOI  :  

学科分类：天文学(综合)

来源: Indian Academy of Sciences

【 摘 要 】

This paper investigated the geotechnical properties of smectite-rich shale, and its implications as foundationmaterial. Ten expansive shale samples were collected from foundation materials at Akpugo in Nkanu West L.G.A. of Enugu State, southeast Nigeria. Samples were subjected to grading, Atterberg limitscum-compaction tests, slake durability, specific gravity, permeability, undrained triaxial tests and x-raydiffraction scan. Fines and sand contents of the soil samples range from 51–97% and 3–49% respectively. Liquid limit, plastic limit and plasticity index have average values of 60.7, 19.1 and 43.3% respectively. Linear shrinkage and free swell showed average of 16.3% and 76%. These results are indicative of predominantclay soil with high plasticity, compressibility and water holding capacity. XRD scan established presence of smectite and illite clay minerals, confirming soil high plasticity, capable of causing instability in foundation soil. The shale achieved maximum dry density range between 1.79 and 1.94 kg/m$^3$ atoptimum moisture content range of 6.9–12.8%, indicating poor to fair foundation materials. The shale cohesion ranges from 15 to 30 kPa while the angle of friction ranges between 10◦ and 18◦, signifying an average strength soil material. Samples slake durability index and specific gravity fall within 24–55%and 2.50–2.58 respectively, suggesting non-durable and weak soil. Permeability of the samples ranges between 7.36×10$^{−6}$ and 4.77×10$^{−8}$ cm/s which suggested low drainage capable of causing water-log at sites. Therefore, the shale could be generally classified as poor to fair foundation material, which on moistureinflux experience reduction in strength due to deterioration of its constituent minerals, especiallyclay and cement materials during the lifespan of engineering structures. Authors therefore recommendmodification of foundation soil, appropriate foundation design and good drainage control as ways ofimproving stability of engineering structures underlain by expansive shale.

【 授权许可】

Unknown