ASSESSMENT OF PROBABLE FOUNDATION PROBLEMS USING GEOPHYSICAL AND REMOTELY SENSED DATA IN A TYPICAL BASEMENT COMPLEX, SOUTHWESTERN NIGERIA.

Ilugbo Stephen Olubusola, Ajayi Christopher Ayodele, Bayode Sunday, Aderemi Sunday Adeoye, A. Babatunde A., Talabi Abel Ojo., Ojo Olufemi Felix, Talabi Joseph Ifeoluwa
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Abstract

This research work asses the problems of building foundation within Sagari Estate, Akure, Southwestern Nigeria, using remotely sensed data and geophysical methods. The slope, lineament, hill, and contour map were generated using terrain analysis in ArcGIS 10.5 environment. Electrical Resistivity (ER) and Very Low Frequency (EM-VLF) Electromagnetic methods were used in this study. The ER method involves the use of Vertical Electrical Sounding (VES) with Schlumberger configuration. The initial geoelectric parameters obtained from the fifty three (53) VES station points interpretation (layer resistivities and thicknesses) were used to generate geoelectric maps. The variation of strata and physical strength information within the investigated area were determined from the integrated results of the three methods. Results revealed that substantial portion of the areas studied is relatively unsuitable for high rise civil engineering foundations. However, it was showed that the northern and southern parts of the investigated area were more suitable for foundations. The dominant presence of lineaments, steep slopes , fractures, streams, and thick clayey topsoil as well as weathered layers within the western, eastern, and the central portions reveals susceptibility to subsidence if adequate structural supports mitigate the effect of the persistent foundation failure are not provided.
利用地球物理和遥感数据对尼日利亚西南部一个典型地下室复合体可能存在的地基问题进行评估。
本研究工作利用遥感数据和地球物理方法,评估了尼日利亚西南部阿库雷Sagari庄园建筑基础的问题。在ArcGIS 10.5环境下进行地形分析,生成坡度图、轮廓图、丘陵图和等高线图。本研究采用了电阻率(ER)和甚低频(EM-VLF)电磁法。ER方法包括使用斯伦贝谢配置的垂直电测深(VES)。利用53个测点解释得到的初始地电参数(层电阻率和层厚)生成地电图。综合三种方法的结果,确定了调查区内地层和物理强度信息的变化情况。结果表明,研究地区有相当一部分相对不适合高层土木基础建设。然而,研究表明,调查区北部和南部更适合建立基础。在西部、东部和中部地区,主要存在的地形、陡坡、裂缝、溪流、厚粘土表土以及风化层表明,如果没有足够的结构支撑来减轻持续基础破坏的影响,就容易发生沉降。
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