阿多Afe-Babalola马修枢纽工程地质调查

Ogar Rita Onwu, Adebayo Victor Babafemi, S. Ajibade, Adediran Anthonia
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引用次数: 2

摘要

在Ekiti州的ABUAD-Matthew巷道沿线进行了包括电阻率和磁法在内的综合地球物理调查。这样做的目的是为了调查多年来沿路持续出现的路面故障的原因。电阻率测量采用1-D垂直电测深(VES),采用斯伦贝谢阵列。沿着确定的路段每隔5米采集一次现场数据。这些数据被反演成电阻率结构,并用于约束5个测点的位置。对地震测深曲线进行了定量解释,并利用结果生成了三维地电剖面。地电剖面特征为沉积岩,材料为砂岩、页岩或灰岩,电阻率值为41.7 ~ 354.1 Ωm,硬盘层电阻率值为41.7Ωm,表明4.7 m深度存在粘土。裂缝基底的电阻率值为354.1 Ωm,表明裂缝基底存在砂岩、页岩或灰岩。此外,冲积层,土壤和水在80 Ωm和126.8 Ωm在VES 2。ves3指示存在变质岩,可能为玄武岩、大理岩、石英岩,其电阻率值为4815.3 Ωm。从研究中可以看出,粘土在1.4到3m的每一个深度都被发现,这不是一种很好的建筑材料。地球物理调查可以帮助我们了解下伏土壤结构的地质性质,因此不应忽视它。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
Engineering and Geological Investigation of Afe-Babalola Matthew Junction in Ado
Integrated geophysical investigation, involving the electrical resistivity and magnetic methods was carried out along ABUAD-Matthew roadway in Ekiti State. This was with a view to investigating the cause(s) of the persistent pavement failure recorded over the years along the road. The resistivity survey utilized 1-D Vertical Electrical Sounding (VES) with the Schlumberger array was employed for this research. Total field data were acquired along the identified segments of the road at 5 m intervals. The data were inverted into resistivity structures and were used to constrain the location of the five (5) VES stations. The VES curves were interpreted quantitatively and the results were used to generate 3-D geoelectric sections. The geoelectric sections were characterized by the presence of sedimentary rocks whose materials can either be sandstone, Shale or Limestone with a resistivity value of 41.7-354.1 Ωm, the hardpan layer has a resistivity value of 41.7Ωm which indicates the presence of clay at 4.7 m depth. The fractured basement has a resistivity value of 354.1 Ωm which indicates the presence of rocks which can either be sandstone, Shale or Limestone for VES 1. Also, Alluivium, soils and water at 80 Ωm and 126.8 Ωm at VES 2. VES 3 indicates the presence of metamorphic rocks which can either be basalt, marble, quartzite at a resistivity value of 4815.3 Ωm. It can be seen from the research that clay was found at every depth ranging from 1.4 to 3m which isnt a good material for construction. Geophysical survey should not be neglected as it gelps us to know the geological properties of the underlying soil structure.
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