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Published in: Geotechnical and Geological Engineering 6/2010

01-11-2010 | State-of-the-Art Review

Geotechnical, Geological, and Hydrologic Characterization of a 52 km Electrical Power Transmission Line Alignment Route in Southeastern Nigeria

Authors: A. O. Ilori, N. U. Essien, A. E. Edet

Published in: Geotechnical and Geological Engineering | Issue 6/2010

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Abstract

A 132 kVA electrical transmission line has been proposed to connect the towns of Eket and Ikot Abasi in the eastern Niger delta in Nigeria. A geotechnical and hydrological study was performed to geotechnically characterize the route alignment and to provide data for design of the foundations for the transmission towers. In this paper, we introduce the study location and its geological, topographical and physiological characteristics, present the hydrological and geotechnical investigations and their results, and make recomendations for the design of the transmission tower foundations. Hydrological inspection of the power line alignment revealed that the route is traversed by numerous tributaries of the Qua-Iboe and Imo Rivers, the two major rivers that control the drainage of the study area. In-situ geotechnical tests consisted of cone penetration tests (CPTs), vane shear tests, test pit sampling (0–2.0 m depth) and lithologic boreholes (20 and 50 m deep). Laboratory tests included grain size analysis, pH determination and Atterberg Limits. Based on the CPT log pattern, no of stratum, and refusal depths, the soils along the transmission alignment were classified into twelve structural domains having common geotechnical properties. Because of the elevated water levels, and the nature of the soils, deep pile foundations were recommended for the towers. Software from the Louisiana Transportation Research Center, was employed to estimate skin friction, end bearing, and ultimate bearing capacities for assumed 225 mm square shaped reinforced concrete pile in each of the different zones of the alignment.

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Literature
go back to reference Abam TKS, Okagbue CO (1986) Construction and performance of river bank erosion protection structure in the Niger Delta. Bull Assoc Eng Geol 23(4):499–506 Abam TKS, Okagbue CO (1986) Construction and performance of river bank erosion protection structure in the Niger Delta. Bull Assoc Eng Geol 23(4):499–506
go back to reference Abam TKS, Omuso WO (1999) An appraisal of erosion mitigation in the Niger Delta. J Min Geol (Nigerian Min Geosci Soc) 35(2):259–268 Abam TKS, Omuso WO (1999) An appraisal of erosion mitigation in the Niger Delta. J Min Geol (Nigerian Min Geosci Soc) 35(2):259–268
go back to reference Allen JRL (1965) Late quaternary Niger delta and adjacent areas: sedimentary environmental and lithofacies. AAPG Bull 49(5):547–600 Allen JRL (1965) Late quaternary Niger delta and adjacent areas: sedimentary environmental and lithofacies. AAPG Bull 49(5):547–600
go back to reference Bjerrum L (1972) Embankment on soft ground. In: Proceedings specialty conference on performance of earth and earth supported structures. American Society of Civil Engineers, New York, Vol. 2, pp 1–54 Bjerrum L (1972) Embankment on soft ground. In: Proceedings specialty conference on performance of earth and earth supported structures. American Society of Civil Engineers, New York, Vol. 2, pp 1–54
go back to reference Bustamante M, Gianeeselli L (1982) Pile bearing capacity predictions by means of static penetrometer CPT. In: Proceedings of the 2nd European symposium on penetration testing, ESOPT-II, Amsterdam, Vol. 2, pp 493–500 Bustamante M, Gianeeselli L (1982) Pile bearing capacity predictions by means of static penetrometer CPT. In: Proceedings of the 2nd European symposium on penetration testing, ESOPT-II, Amsterdam, Vol. 2, pp 493–500
go back to reference Das BM (1983) Advanced soil mechanics. McGraw-Hill, New York, pp 34, 463–465 Das BM (1983) Advanced soil mechanics. McGraw-Hill, New York, pp 34, 463–465
go back to reference de Ruiter J, Beringen FL (1979) Pile foundations for large North Sea structures. Mar Geotechnol 3(3):267–314CrossRef de Ruiter J, Beringen FL (1979) Pile foundations for large North Sea structures. Mar Geotechnol 3(3):267–314CrossRef
go back to reference Esu OO, Ilori AO (2002) Deformation characteristics of coastal plain sands at a water treatment plant site, Calabar, South-Eastern Nigeria. Elect J Geotech Eng 7, Bundle C. Paper 0244:3 Esu OO, Ilori AO (2002) Deformation characteristics of coastal plain sands at a water treatment plant site, Calabar, South-Eastern Nigeria. Elect J Geotech Eng 7, Bundle C. Paper 0244:3
go back to reference Hjulström F (1935) Studies of the morphological activity of rivers as illustrated by River Fyris, Bulletin XXV, Uppsala University Geological Institute Hjulström F (1935) Studies of the morphological activity of rivers as illustrated by River Fyris, Bulletin XXV, Uppsala University Geological Institute
go back to reference ISSMFE (1989) Appendix A: international reference test procedure for the cone penetration tests (CPT). Report of ISSMFE Technical Committee on penetration testing of soils, TC-16, With reference to Test Procedures, Swedish Geotechnical Institute, Linkoping, Sweden, Information, 7, pp 6–16 ISSMFE (1989) Appendix A: international reference test procedure for the cone penetration tests (CPT). Report of ISSMFE Technical Committee on penetration testing of soils, TC-16, With reference to Test Procedures, Swedish Geotechnical Institute, Linkoping, Sweden, Information, 7, pp 6–16
go back to reference Meyerhof GG (1956) Penetration tests and bearing capacity of cohesionless soils. J Soil Mech Found Div. ASCE, Paper No. 866 Meyerhof GG (1956) Penetration tests and bearing capacity of cohesionless soils. J Soil Mech Found Div. ASCE, Paper No. 866
go back to reference Nigerian Navy (1997) Times and heights of high and low waters at Essene creek. Tidal level prediction values tables, Nigerian Navy, p 32 Nigerian Navy (1997) Times and heights of high and low waters at Essene creek. Tidal level prediction values tables, Nigerian Navy, p 32
go back to reference Poulos HG, Davis EH (1980) Pile foundation analysis and design. Wiley, New York Poulos HG, Davis EH (1980) Pile foundation analysis and design. Wiley, New York
go back to reference Schmertmann JH (1978) Guidelines for cone penetration test, performance and design. U.S. Department of Transportation, Report No. FHWA-TS-78-209, Washington, p 145 Schmertmann JH (1978) Guidelines for cone penetration test, performance and design. U.S. Department of Transportation, Report No. FHWA-TS-78-209, Washington, p 145
go back to reference Short KC, Stauble AJ (1967) Outline of geology of Niger Delta. AAPG Bull 51:767 Short KC, Stauble AJ (1967) Outline of geology of Niger Delta. AAPG Bull 51:767
go back to reference Yan T-Z (1986) Prognosis for erosional height of slope or landslide on the concave Bank of river. In: Proceedings, 5th congress international association of engineering geologists. Buenos Aires, pp 2057–2062 Yan T-Z (1986) Prognosis for erosional height of slope or landslide on the concave Bank of river. In: Proceedings, 5th congress international association of engineering geologists. Buenos Aires, pp 2057–2062
Metadata
Title
Geotechnical, Geological, and Hydrologic Characterization of a 52 km Electrical Power Transmission Line Alignment Route in Southeastern Nigeria
Authors
A. O. Ilori
N. U. Essien
A. E. Edet
Publication date
01-11-2010
Publisher
Springer Netherlands
Published in
Geotechnical and Geological Engineering / Issue 6/2010
Print ISSN: 0960-3182
Electronic ISSN: 1573-1529
DOI
https://doi.org/10.1007/s10706-010-9347-z

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