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Engineering Geophysical Study of the Ebonyi StateUniversity Permanent Site, Abakaliki, South-easternNigeria

机译:尼日利亚东南部阿巴卡里奇市埃博尼州立大学永久站点的工程地球物理研究

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An engineering geophysical assessment of the permanent site of the Ebonyi State University, Abakaliki has been carried out to determine the stability of the site for construction projects. Vertical electrical soundings were carried and their interpretation revealed existence of six layers which comprise of laterites, clays and shales; limestone and sandstone occur as lenses within some portions of the campus. From the school gate to about 200 m along the tarred road, towards the university roundabout, the resistivity and thickness of the surface layers suggest a stable surface which is competent enough to carry foundations. However, investigation shows that clays of low stability underlie the area around the faculty of arts and would need to be geotechnically stabilized or foundation in the form of pilling to a depth of 17 m. For foundations in the areas around the Faculty of Management Science and about 200 m after the University roundabout, the topsoil would also require treatment or piled to a depth of about 15 m. Clay deposits occur in most of the areas of the campus; hence deep foundations should be adopted in the form of pilling up to 15 m to avoid the thick pile of clay in the area down to the stable sandstone layer.
机译:已经对阿巴卡利基的埃邦伊州立大学永久性工地进行了工程地球物理评估,以确定建筑项目工地的稳定性。进行了垂直的电测深,其解释表明存在着由红土,粘土和页岩组成的六层。石灰石和砂岩在校园的某些部分以透镜的形式出现。从学校大门到沿柏油马路到大学回旋处约200 m,表面层的电阻率和厚度表明表面稳定,足以承载地基。但是,调查表明,低稳定性的粘土位于美术学院周围的区域下方,需要进行岩土工程加固或以打桩的形式打基础至17 m的深度。对于管理科学学院周围地区和大学回旋处后约200 m的地基,表层土也需要进行处理或堆积到约15 m的深度。在校园的大部分地区都有粘土沉积物。因此,应采用桩深不超过15 m的深层地基,以避免在直到稳定的砂岩层的区域堆积厚厚的粘土。

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