Pre-foundation geophysical investigation of a site for structural development in Oka, Nigeria

O. Ademila
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引用次数: 3

Abstract

ABSTRACT Frequency of structural failure globally has necessitated geophysical investigation of subsurface geology of a site for engineering construction works. Combined very low frequency electromagnetic (VLF-EM) and electrical resistivity methods were used to provide detailed information on subsoil profile for documentation and references for durable and sustainable construction works. Thirteen traverses were established from which geophysical data were acquired. Major conductive geological interfaces suspected to be faults/fractured zones were identified from the plots of VLF-EM data. These points serve as 50 sounding stations further investigated using Schlumberger electrode array with vertical electrical sounding technique and electrical resistivity imaging on selected four traverses of the site. The acquired data were processed, inverted and interpreted. VLF-EM 2-D inverted models revealed conductive zones at some locations suggesting incompetent zones, responsible for structural instability. Saturated clayey subsoil and uneven bedrock topography with depressions at some points could cause differential settling which has negative impact on engineering structures. Structural failure may arise from existence of concealed geological structures, deep weathering/fractured bedrock, heterogeneous and structurally deformed (F1–F16) subsurface geological setting. Thus, classified unstable sections are considered priority in structural design and construction to mitigate unforeseen challenges. Deep foundations in form of piers and piles are encouraged to avert structural failure.
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对尼日利亚奥卡的一个结构开发场地进行地基前地球物理调查
全球范围内结构破坏的频繁发生,使得对工程建设场地的地下地质进行地球物理调查成为必要。结合甚低频电磁(VLF-EM)和电阻率方法,提供详细的底土剖面信息,为持久和可持续的建筑工程提供文件和参考。建立了13条导线,从中获得了地球物理数据。从VLF-EM数据中确定了疑似断裂/裂缝带的主要导电地质界面。这些测深点作为50个测深站,使用斯伦贝谢电极阵列、垂直电测深技术和在选定的四个导线上的电阻率成像进行进一步调查。对采集到的数据进行处理、反演和解释。VLF-EM二维反演模型显示,在某些位置存在导电带,表明不称职带导致结构失稳。饱和的粘土底土和不平坦的基岩地形,在某些地方有凹陷,会造成差异沉降,对工程结构产生不利影响。隐伏地质构造、深部风化/断裂基岩、非均质和构造变形(F1-F16)地下地质环境的存在可能导致构造破坏。因此,在结构设计和施工中,优先考虑分类的不稳定截面,以减轻不可预见的挑战。鼓励采用墩桩形式的深基础,以避免结构破坏。
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