首页> 外文OA文献 >Application of 2D electrical resistivity imaging and coneudpenetration test (CPT) to assess the harzadous effect of nearudsurface water on foundations in Lagos Nigeria
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Application of 2D electrical resistivity imaging and coneudpenetration test (CPT) to assess the harzadous effect of nearudsurface water on foundations in Lagos Nigeria

机译:二维电阻率成像和锥度的应用渗透测试(CPT)评估Near ud的有害影响尼日利亚拉各斯地基上的地表水

摘要

Adequate information on the condition of the subsurface is very important for siteudevaluation for engineering purposes. In this study two dimensional (2D) geoelectricaludresistivity survey and cone penetration tests were conducted to study the hazardous effect ofudexcess near surface water on the foundation of building in a reclaimed land located at VictoriaudIsland area of Lagos State. The results of the inverted 2D geoelectrical resistivity data revealedudthree distinct geoelectrical layers characterized by low to moderate electrical resistivity of 2.23udand 129 Ωm and 9.46 to 636 Ωm respectively. The topsoil is characterized by wet sandy soil,udwhich is underlain by sandy clay and banded at the below by a geologic formation of lowudresistivity which is suspected to be clay. The clay material may be responsible for the excessudwater retention observed in the area. The CPT method on the other hand revealed a geologicaludformation of low resistance to penetration between 2-3 kg/cm2 from the topsoil to a depth of 7udm, which may be the effect of excess water in the near surface. This study revealed that theudfoundation of building may not be founded directly on the soil in any reclaimed land as thisudmay result in collapse as a result of upward migration of water to the near surface
机译:地下条件的充分信息对于工程目的场地评估很重要。在这项研究中,进行了二维(2D)地电电阻率调查和圆锥渗透试验,以研究地表水附近 udexcess对位于拉各斯州Victoria udIsland地区开垦土地上建筑物基础的危险影响。反向二维地电阻率数据的结果显示三个截然不同的地电层,其特征在于低至中等的电阻率分别为2.23 uud和129Ωm和9.46至636Ωm。表土的特征是潮湿的沙质土壤,其下为沙质粘土,并在下方以低电阻率的地质构造(可能被认为是粘土)束缚。粘土材料可能是造成该区域过大的滞留水分的原因。另一方面,CPT方法显示了从表土到7 udm深度的渗透阻力低至2-3 kg / cm2的地质变形,这可能是近地表水过多的影响。这项研究表明,建筑物的“废渣”可能不会直接在任何开垦土地上的土壤上建立,因为这可能导致由于水向上迁移到近地表而导致的倒塌。

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