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首页> 外文期刊>Geotechnical and geological engineering >Geotechnical, Geological, and Hydrologic Characterization of a 52 km Electrical Power Transmission Line Alignment Route in Southeastern Nigeria
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Geotechnical, Geological, and Hydrologic Characterization of a 52 km Electrical Power Transmission Line Alignment Route in Southeastern Nigeria

机译:尼日利亚东南部52公里输电线路走线路线的岩土,地质和水文特征

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摘要

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 andrnAtterberg 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.
机译:已经提出了一条132 kVA的电力传输线来连接尼日利亚尼日尔三角洲东部的Eket和Ikot Abasi镇。进行了岩土工程和水文研究,以岩土工程来表征路线路线,并为输电塔的基础设计提供数据。在本文中,我们介绍了研究地点及其地质,地形和生理特征,介绍了水文和岩土工程调查及其结果,并对输电塔基础的设计提出了建议。对输电线路线的水文检查表明,该路线被Qua-Iboe和Imo河流(控制研究区域排水的两条主要河流)的众多支流所穿过。现场岩土工程测试包括锥体渗透测试(CPT),叶片剪切测试,测试坑采样(深度0-2.0 m)和岩性钻孔(深度20和50 m)。实验室测试包括粒度分析,pH测定和rnAtterberg限值。根据CPT测井曲线,地层数和拒绝深度,沿传输线排列的土壤被分为具有共同岩土属性的十二个结构域。由于水位高和土壤的性质,建议在塔中使用深桩基础。使用路易斯安那交通研究中心的软件来估算路线中每个不同区域中假定的225 mm方形钢筋混凝土桩的表皮摩擦,端部承载力和极限承载力。

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