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Structural mapping of coastal plain sands using engineering geophysical technique: Lagos Nigeria case study

机译:利用工程地球物理技术绘制沿海平原砂土结构图:尼日利亚拉各斯案例研究

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An engineering geological survey using the cone penetrometer and finite element method was carried out to characterize sand-fill thick- nesses in a reclaimed area of Lagos, SW Nigeria. A previously developed finite element program was modified in order to allow for predicting the sand-fill thicknesses, and have an unders- tanding of the geomorphic shallow structures existing pre-sand-fill. The program was tested using the obtained cone penetrometer test re-sults from the Lekki-Peninsula area. The finite element predicted thicknesses show good cor-relation with the penetrometer obtained thicknesses. Six zones with thick sand-fill thick-nesses varying from 1.25 to 6.0m were identified from the isopach maps, these zones correlate with major/minor depression associated with river/stream channels and creeks. These are the main shallow geomorphic structural features present in the area pre-sand fill. The structural trends of the depressions are largely influenced by the oceanic fracture pattern.
机译:进行了使用锥形渗透仪和有限元方法的工程地质勘测,以表征尼日利亚西南部拉各斯开垦区的填沙厚度。对先前开发的有限元程序进行了修改,以便可以预测填沙的厚度,并对现有的填沙前的地貌浅层结构有所了解。使用从Lekki-Peninsula地区获得的锥形渗透仪测试结果对程序进行了测试。有限元预测厚度与渗透计获得的厚度显示出良好的相关性。从等渗线图上可以识别出六个厚沙填土厚度范围从1.25到6.0m的区域,这些区域与与河流/河道和小河相关的主要/次要洼地有关。这些是预砂区中存在的主要浅层地貌构造特征。凹陷的结构趋势在很大程度上受到海洋裂缝型式的影响。

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