地球物理技术在埃塞俄比亚萨马拉大学地区工程场地表征中的联合应用

Solomun Atsbahaa, Hindeya Gebrub, Tigistu Haileb, Anteneh Legessec
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引用次数: 1

摘要

在埃塞俄比亚新兴的学习机构之一萨马拉大学,对大型建筑地基进行了二维电阻率成像、垂直电测深和磁法现场表征。该研究的主要目的是检查地下地质构造和结构对大学正在进行的建设和未来扩建的适用性。根据调查结果,可以绘制出地下地层的分层、地下薄弱区域以及不同岩性的垂直和横向范围。此外,还确定了适合地基的基底深度。从地球物理调查结果的解释来看,研究区近地表地质包括三层:第一层是区域上厚度变化较大的表层土;第二层被解释为泡状玄武岩层,它是地基的最佳岩性。该层在该区域的北部和东部延伸至约6 m的深度,而在调查区域的南部和西南部延伸至11 m的深度。第三层视电阻率响应极低,解释为风化玄武岩和粘土。根据对地球物理数据的综合解释,在调查区内确定了三个薄弱带。其中一个是南北向的,另外两个是西北偏东南方向的。从以上所有的解释来看,有可能建议大学必须向校园的北部扩展。此外,在设计和实施该地区东部和南部的建筑物时应特别考虑,在那里绘制了不利于大型建筑物基础的薄弱区域。
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Joint Application of Geophysical Techniques for Engineering Site Characterization of Samara University Area, Ethiopia
2D electrical resistivity imaging, vertical electrical sounding and magnetic methods have been conducted for site characterization for large building foundations at Samara University, one of the emerging institutions of learning in Ethiopia. The main objective of the study was to examine the suitability of the subsurface geological formations and structures for foundation on the on-going construction and future expansion of the university. From the results of the survey, it has been possible to map the stratification of the subsurface layers, areas of weakness in the subsurface and the vertical as well as lateral extents of the different lithologies. Moreover, the depth to the substratum suitable for foundation is determined. From interpretation of the geophysical survey results, the near surface geology of the study area includes three layers: a first layer, which is the top soil having considerably varying thickness over the area; a second layer which is interpreted as a layer of vesicular basalt which is the best lithology for the foundation purpose. This layer extends to depth of about 6 m on the north and eastern parts of the area whereas it goes up to 11 m depth on the south and south-western part of the survey area. The third layer which is characterized by very low apparent resistivity response is interpreted as weathered basalt and clay. From a combined interpretation of the geophysical data, three weak zones have been identified over the survey area. Out of these one is oriented N-S while the other two are oriented in a near NW-SE direction. From all the above interpretations, it was possible to suggest that the university must expand towards the northern part of the campus compound. Moreover, special considerations should be taken during designing and implementation of buildings in the eastern and southern part of the area, where the weak zones detrimental to foundation of large buildings are mapped.
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