A. Eluwole, Temitope Emmanuel Olasupo, I. O. Idowu, Kamal O. Ibrahim, Kolawole Ajele
{"title":"Geophysical Post-construction Integrity Assessment of the Subsurface Conditions of a Church Auditorium in Ado-Ekiti, Southwestern Nigeria","authors":"A. Eluwole, Temitope Emmanuel Olasupo, I. O. Idowu, Kamal O. Ibrahim, Kolawole Ajele","doi":"10.46792/fuoyejet.v8i2.1009","DOIUrl":null,"url":null,"abstract":"The recent obvious manifestation of rising damp, flaked plaster, blistered paint and cracks which are subtle evidences of structural distress necessitated a post-construction integrity assessment of the immediate vicinities of a church auditorium in Ado-Ekiti southwestern Nigeria. The Spontaneous Potential (SP) and Electrical Resistivity (ER) methods of geophysical prospecting were adopted for the assessment. Using a Total Field array spacing of 2 m and Dipole-dipole array spacing of 5 m respectively, SP and ER measurements were taken along three geophysical traverses. SP data were plotted as profiles of SP against distance and were filtered using the 3 periods moving average algorithm of Microsoft Excel®. Resistivity data were processed with the aid of the Dipro for Windows version 4.0 software which migrated raw field data into 2-D subsurface images. The SP profiles were interpreted semi-quantitatively by visual inspection to identify typical anomalies and their locations while ER data were interpreted quantitatively by identifying and estimating the dimensions of anomalies. Potential troughs which are typical streaming potential anomalies arising from mobile fluids within subsurface capillaries were observed on the SP profiles. Anomalously low (< 10 ohm-m) resistivity zones which are indicative of oversaturation of clay substratum cum subsurface incompetence were identified on the 2-D Electrical Resistivity Images (ERI). Synthesis of the SP profiles and 2-D images showed appreciable semblance in the interpretation of the results of both methods. It was further discovered that the identified anomalous zones delineated by the two methods were coincident on the locations of the two rear corner cracks and the rising damp, flaked plaster and blistered paint on the walls of the building. The depth to competent bedrock was found to be at about 10 m. The evidences of distress on the auditorium were suspected to be attributable to unsatisfactory/unsuitable subsurface conditions.","PeriodicalId":323504,"journal":{"name":"FUOYE Journal of Engineering and Technology","volume":"25 1","pages":"0"},"PeriodicalIF":0.0000,"publicationDate":"2023-07-06","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":"0","resultStr":null,"platform":"Semanticscholar","paperid":null,"PeriodicalName":"FUOYE Journal of Engineering and Technology","FirstCategoryId":"1085","ListUrlMain":"https://doi.org/10.46792/fuoyejet.v8i2.1009","RegionNum":0,"RegionCategory":null,"ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":null,"EPubDate":"","PubModel":"","JCR":"","JCRName":"","Score":null,"Total":0}
引用次数: 0
Abstract
The recent obvious manifestation of rising damp, flaked plaster, blistered paint and cracks which are subtle evidences of structural distress necessitated a post-construction integrity assessment of the immediate vicinities of a church auditorium in Ado-Ekiti southwestern Nigeria. The Spontaneous Potential (SP) and Electrical Resistivity (ER) methods of geophysical prospecting were adopted for the assessment. Using a Total Field array spacing of 2 m and Dipole-dipole array spacing of 5 m respectively, SP and ER measurements were taken along three geophysical traverses. SP data were plotted as profiles of SP against distance and were filtered using the 3 periods moving average algorithm of Microsoft Excel®. Resistivity data were processed with the aid of the Dipro for Windows version 4.0 software which migrated raw field data into 2-D subsurface images. The SP profiles were interpreted semi-quantitatively by visual inspection to identify typical anomalies and their locations while ER data were interpreted quantitatively by identifying and estimating the dimensions of anomalies. Potential troughs which are typical streaming potential anomalies arising from mobile fluids within subsurface capillaries were observed on the SP profiles. Anomalously low (< 10 ohm-m) resistivity zones which are indicative of oversaturation of clay substratum cum subsurface incompetence were identified on the 2-D Electrical Resistivity Images (ERI). Synthesis of the SP profiles and 2-D images showed appreciable semblance in the interpretation of the results of both methods. It was further discovered that the identified anomalous zones delineated by the two methods were coincident on the locations of the two rear corner cracks and the rising damp, flaked plaster and blistered paint on the walls of the building. The depth to competent bedrock was found to be at about 10 m. The evidences of distress on the auditorium were suspected to be attributable to unsatisfactory/unsuitable subsurface conditions.
最近,尼日利亚西南部Ado-Ekiti一座教堂礼堂附近明显出现潮气上升、灰泥剥落、油漆起泡和裂缝,这些都是结构受损的微妙迹象,因此有必要对其进行施工后的完整性评估。采用自然电位法(SP)和电阻率法(ER)进行物探评价。利用总场阵间距为2 m和偶极-偶极阵间距为5 m,沿三条地球物理穿越线测量了SP和ER。SP数据绘制为SP随距离的剖面图,并使用Microsoft Excel®的3期移动平均算法进行滤波。利用Dipro for Windows 4.0软件对电阻率数据进行处理,该软件将原始现场数据转换为二维地下图像。SP剖面通过目视检查进行半定量解释,以识别典型异常及其位置,而ER数据通过识别和估计异常尺寸进行定量解释。电位槽是由地下毛细血管内的流动流体引起的典型的流动电位异常,在SP剖面上观察到。在二维电阻率图像(ERI)上发现了异常低(< 10欧姆-m)的电阻率带,表明粘土基底过饱和和地下不充分。SP剖面和二维图像的合成在两种方法的结果解释中显示出明显的相似性。进一步发现,两种方法确定的异常区域在两个后角裂缝和建筑物墙壁上上升的潮湿,剥落的灰泥和起泡的油漆的位置是一致的。发现称职基岩深度约为10 m。礼堂的破损迹象被怀疑是由于地下条件不理想/不合适。