1Peni I.T.,2 Peni M.U
1Sokoto Energy Research Centre, Usmanu Danfodiyo University, Sokoto, Sokoto State, Nigeria.
2Umaru Waziri Federal Polytechnic Birnin Kebbi, Kebbi State, Nigeria.
DOI : https://doi.org/10.47191/ijmra/v4-i6-17Google Scholar Download Pdf
Abstract:
The comparative study of the soils sample collected from Gudu and Oworoshoki area, Sokoto state and Lagos State was carried out to compare the index properties of soil at shallow soil deposit. The Global Positioning System (GPS) was used to locate the coordinates of the site. Shallow soil samples (disturbed and undisturbed) at different depths (1m, 2m and 3m) were collected from both study areas (Gudu and Oworoshoki). The disturbed samples were collected using hand trowel, digger, hoe and polythene bags while the undisturbed samples were collected using short pipes (samplers) by stroking each pipe into the ground completely with a hammer at each depth. Disturbed and undisturbed soils collected at different shallow depths (1m, 2m and 3m) were taken to the laboratory for natural moisture content, specific gravity, sieve analysis, Atterberg limits and unit weight test. Empirical equations were used for analyzing the soil samples and AASTHO System of classification was used for classifying the soil samples. The results of the test on Gudu soil samples has shown that the soil sample collected at depth 1.0m and 2.0m are nonplastic materials and were classified according to AASHTO standard as A-3 and sample at depth 3.0m as A-4 which is silty soil while Oworoshoki soil samples has shown that Soils from depth 1.0m, 2.0m and 3.0m are nonplastic (NP) because the Plastic Index (PI = 0) is zero and the soil samples are classified as A – 3 according to AASHTO standard.
KEYWORDS:Soil sample, natural moisture content, specific gravity, sieve analysis, Atterberg limits
REFERENCES
1) Akpokodje, E.G. (1989). Preliminary Studies of the Niger Delta sub soils. Engineering Geology, No. 26, Pp. 247 – 257.
2) Akpokodje, E.G. (2001).Introduction to Engineering Geology Properties of Earth Materials.Engineering Geology, Port Harcourt, Pp. 1 – 147.
3) Arora, K.R. (2008).Soil Mechanics and Foundation Engineering (Geotechnical Engineering).5th edition, Pp. 427 – 428.New Delhi, India. Standard Publishers Distributors.
4) Christodoulias, J. (2015). Engineering Properties and Shrinkage Limit of Swelling Soils in Greece. Journal of Earth Science and Climate Change, 6(5):279 doi: 104172/2157-7617.1000279.
5) Jain, V.K., Dixit, M. and Chitra, R. (2015).Correlation of plasticity index and compression index of soil.IJIET, 5(3): 263-270.
6) Laskar, A. and Pal, S.K. (2012).Geotechnical characteristics of two different soils and their mixture and relationships between parameters.EJGE, 17: 2821-2832.
7) Nwankwoala, H.O. and Warmate, T. (2014). Geotechnical assessment of foundation conditions of a site in Ubima, Ikwerre Local Government Area, Rivers State, Nigeria, IJERD, 9(8): 50 – 63.
8) Oghenero, A.E., Akpokodje, E.G. and Tse, A.C. (2014).Geotechnical properties of subsurface soils in Warri, Western Niger Delta, Nigeria.Journal of Earth Sciences and Geotechnical Engineering, 4(1): 89 – 102.
9) Oke, S.A. and Amadi, A.N. (2008).An assessment of the geotechnical properties of the sub-soil of parts of Federal University of Technology, Minna, GidanKwano Campus, for foundation design and construction.J SciEducTechnol, 1 (2): 87 – 102.
10) Oyediran, I. A. and Durojaiye, H. F. (2011). Variability in the Geotechnical properties of some residual clay soils from south western Nigeria. International Journal of Scientific & Engineering Research Volume 2: 2229-5518.
11) Peni I.T. and Mustapha, A.M. (2021). Characterization and Classification of Geotechnical Index Properties of Shallow Soil Deposits at Oworoshoki Area, Kosofe Local Government, Lagos, Nigeria. International Journal of Multidisciplinary Research and Analysis, 04 (01): 415 – 424, DOI:10.47191/ijmra.
12) Peni, I.T. and Mustapha, A.M. (2019). Determination of Index Properties of Soil in Gudu Town, Sokoto, Nigeria. Science Association of Nigeria 2019, Conference in Collaboration with Usmanu Danfodiyo University, Sokoto. 14th – 18th July, 2019.
13) Rorome, O. and Ekeocha, N.E. (2015).The Geotechnical Index Properties of soil in Warri, Delta State, Nigeria. Department of Geology, University of Port Harcourt, Port Harcourt, Nigeria. International Journal of Science Inventions Today, 4(1): 85-91.
14) Smith, M.J. (1994). Soil Mechanics.4th edition, Pp. 44 - 45. South Bank, England. Longman Singapore Publishers (Plc) Ltd.
15) Surendra, R.(2017).Role of Geotechnical Properties of Soil on Civil Engineering Structures. Journal of Scientific and Academic Publishing, 7(4):103 – 109, doi:10.5923/j.re.20170704.03.
16) Yoon, T.C., Yunus, N.Z.M., Marto, A., Hezmi, M.A., Jusoh, N.S and Ahmad, K. (2015). Comparison of soil index properties values for different pre - drying conditions on clayey soil. Journal of Technology: DOI: 10.11113/jt.v76.5429.
VOLUME 04 ISSUE 06 JUNE 2021
Our Services and Policies
Authors should prepare their manuscripts according to the instructions given in the authors' guidelines. Manuscripts which do not conform to the format and style of the Journal may be returned to the authors for revision or rejected.
The Journal reserves the right to make any further formal changes and language corrections necessary in a manuscript accepted for publication so that it conforms to the formatting requirements of the Journal.
International Journal of Multidisciplinary Research and Analysis will publish 12 monthly online issues per year,IJMRA publishes articles as soon as the final copy-edited version is approved. IJMRA publishes articles and review papers of all subjects area.
Open access is a mechanism by which research outputs are distributed online, Hybrid open access journals, contain a mixture of open access articles and closed access articles.
International Journal of Multidisciplinary Research and Analysis initiate a call for research paper for Volume 07 Issue 12 (December 2024).
PUBLICATION DATES:
1) Last Date of Submission : 26 December 2024 .
2) Article published within a week.
3) Submit Article : editor@ijmra.in or Online
Why with us
1 : IJMRA only accepts original and high quality research and technical papers.
2 : Paper will publish immediately in current issue after registration.
3 : Authors can download their full papers at any time with digital certificate.
The Editors reserve the right to reject papers without sending them out for review.
Authors should prepare their manuscripts according to the instructions given in the authors' guidelines. Manuscripts which do not conform to the format and style of the Journal may be returned to the authors for revision or rejected. The Journal reserves the right to make any further formal changes and language corrections necessary in a manuscript accepted for publication so that it conforms to the formatting requirements of the Journal.