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Site Characterisation Using Electrical Resistivity Methods: A Case Study of Iba Nursery/Primary School, Ojo, Southwest, Nigeria

机译:使用电阻率方法进行站点表征:以尼日利亚西南部Ojo的Iba苗圃/小学为例

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Two-dimensional (2D) resistivity imaging and vertical electrical sounding (VES) were integrated to map the subsurface lithology within Iba Nursery/Primary School, Ojo, Southwest, Nigeria, with a view to ascertaining the thickness and stratigraphy of the beds and their implications on engineering structures. Ten vertical electrical soundings, covering the entire area were conducted using Schlumberger configuration. Three 2D horizontal profiling (Wenner array) was used to qualitatively interpret the geoinformation of the lithological nature of each geoelectric layer within the study area. The VES data were processed and inverted using master curves and computer software called WinResist, while the 2D inversion was done using Diprowin. Four to five subsurface layers comprising of topsoil, clayey sand, sandy clay, sand and clay were delineated. Qualitative interpretation of VES data revealed five QHA, one QH, one KQH, one KHK, one KHA and one HA curves. The investigation of the study area has revealed that shallow foundation may not be feasible for a massive engineering structure because of the presence of clay materials that are close to the surface. But for small and medium engineering structures, the second layer is found competent due to the presence of sand with relative thickness and high resistivity value that vary from 1.2 m - 13.9 m and 88.5 Ωm – 399.4 Ωm respectively. However, good prospects exist for heavy engineering structures in the study area where the sand formation is relatively thick (19.8 m – 50 m) and has favourable resistivity values ranging between 466.2 Ωm and 560 Ωm. Thus, the application of 2D resistivity imaging and VES has revealed both the lateral and vertical variations in depth to competent sand layers within the study area, hence providing a useful guide for the site engineers in designing appropriate foundation structures.
机译:二维(2D)电阻率成像和垂直电测深(VES)集成在一起,以绘制尼日利亚西南部奥乔州伊巴保育所/小学内的地下岩性图,以期确定层的厚度和地层及其含义。在工程结构上。使用斯伦贝谢配置对整个区域进行了十次垂直电测深。使用三个二维水平轮廓(温纳阵列)定性地解释研究区域内每个地电层的岩性的地理信息。使用主曲线和称为WinResist的计算机软件对VES数据进行处理和反转,而使用Diprowin进行2D反转。划定了由表土,粘土砂,砂质粘土,沙子和粘土组成的四到五个地下层。 VES数据的定性解释显示了5条QHA,1条QH,1条KQH,1条KHK,1条KHA和1条HA曲线。对研究区域的调查表明,由于存在靠近地面的粘土材料,浅层基础对于大型工程结构可能不可行。但是对于中小型工程结构,由于存在相对厚度和高电阻率的砂土(分别为1.2 m-13.9 m和88.5Ωm-399.4Ωm),发现第二层是合适的。然而,在研究区域的重型工程结构中,沙层相对较厚(19.8 m – 50 m),电阻率值介于466.2Ωm和560Ωm之间,具有良好的前景。因此,二维电阻率成像和VES的应用揭示了研究区域内有效砂层的横向和垂直深度变化,从而为现场工程师设计合适的地基结构提供了有用的指导。

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